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Contract 54517
�Y S CR ARY TORT WORTI f PROJECT MANUAL FOR THE CONSTRUCTION OF WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2019, WSM-C CITY PROJECT NO. 102170 Betsy Price Mayor Chris Harder, P.E. Director, Water Department *MNSO So 2a2 r'� Iwo �wsos� 5����'• aF rtkASB9 °. BRENT E. LEWIS ' .:.....92662...._. 11 David Cooke City Manager William M. Johnson Director, Transportation/Public Works Prepared for The,City of Fort Worth Water Department Prepared by: FFICIAL RECORI " CITY SECRETARY FT� WORT14i, pr k ..* Qosw Texas Registered Engineering Firm F-493�.. au�c,rzs 5601 Bridge St., Suite 420 Fort Worth, Texas 76112 RLG Project No. 1923.008 I L-r0 11N Civil Engineering FORTWORT PROJECT MANUAL FOR THE CONSTRUCTION OF WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2019, WSM-C CITY PROJECT NO. 102170 Betsy Price Mayor Chris Harder, P.E. Director, Water Department r BRENT EAEWIS r v. 92662 :ter Sri �,�-.. (I CE NS4�� •' aFJ •• David Cooke City Manager William M. Johnson Director, Transportation/Public Works Prepared for The City of Fort Worth Water Department Prepared by: Texas Registered Engineering Firm F-493 HAMILIGH CML ENGINEERiMG 5601 Bridge St., Suite 420 Fort Worth, Texas 76112 RLG Project No. 1923Mg CHIHAAWLTOAN Civil Engineieririg t r SECTION 33 04 10 JOINT BONDING AND ELECTRICAL ISOLATION SECTION 33 04 11 CORROSION CONTROL TEST STATIONS SECTION 33 04 12 MAGNESIUM ANODE CATHODIC PROTECTION SECTION 40 46 42 IMPRESSED CURRENT CATHODIC PROTECTION 5/5/2020 OF , rn CHRISTOPHFR L. SHELDON �o�• p 112184 V&A Consulting Engineers, Inc. Texas Registered Engineering Firm F-8154 FORT WORTH 440 City of Fort Worth Standard Construction Specification Documents Adapted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 6 SECTION 00 00 00 TABLE OF CONTENTS Division. 00 - General Conditions Last Revised 0005 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 0011 13 Invitation to Bidders 03/09/2020 0021 13 Instructions to Bidders 03/09/2020 nn�5EHgineeFn7 is 0032 15 Construction Project Schedule 07/20/2018 0035 13 Conflict of Interest Statement 02/24/2020 0041 00 Bid Form 03/09/2020 00 42 43 Proposal Form Unit Price 01/20/2012 0043 13 Bid Bond 09/11/2017 0043 37 Vendor Compliance to State Law Nonresident Bidder 06/27/2011 0045 11 Bidders Prequalifications 07/01/2011 0045 12 Pre uatification Statement 07/01/2011 0045 13 Bidder Prequalification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 40 Minority Business Enterprise Goal 06/09/2015 nnBusiness06 0912 i4 00 52 43 Agreement 09/06/2019 0061 13 Performance Bond 07/01/2011 0061 14 Payment Bond 07/01/2011 0061 19 Maintenance Bond 07/01/2011 0061 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 03/09/2020 0073 00 Supplementary Conditions 03/09/2020 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 0I 2500 Substitution Procedures 07/01/2011 01 31 19 Preconstruction Meeting 08/17/2012 01 31 20 Project Meetings 07/01/2011 01 32 16 Construction Progress Schedule 07/01/2011 01 3233 Preconstruction Video 07/01/2011 013300 Submittals 12/20/2012 O1 35 13 S eciat Project Procedures 12/20/2012 01 45 23 Testing and Inspection Services 03/09/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 01. 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Signage 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 6600 Product Storage and Handling Requirements 07/01/2011 01 7000 Mobilization and Reinobilization 11/22/2016 01 71 23 Construction Staking and Survey 02/I4/2018 017423 Cleaning 07/01/2011 CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City ProjectNo, 102170 000000 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 0177 19 CIO cout Requirements 07/01/2011 0178 23 Operation and Maintenance Data 12/20/2012 0178 39 Project Record Documents 07/01/2011 Technical Specifications which have been added or modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 33 - Thilities 3304 10 Joint Bonding and Electrical Isolation - Modified 04/27/2020 33 04 11 Corrosion Control Test Stations - Modified 04/27/2020 33 04 12 Ma nesium Anode Cathodic Protection System - Modified 04/27/2020 Division 40 - Miscellaneous 40 46 42 1 Impressed Current Cathodic Protection - Added 04/27/2020 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.gov/tpw/contractors/ Division 02 - 1F',xisfino C'nnrlitinnc T — D.—i—A 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Pavin Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 03 34 13 Controlled Low Strength .Material CLSM 12/20/2012 03 34 16 Concrete Base Material for Trench Re air 12/20/2012 03 8000 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical Division 31 - Farthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 41 l w 01/ 3 31 2400 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 19/20/2012 4 —36-00 Gabio+*s 191=0 Iran i CITY OF FORT WORTH Water and Sanitary Scwer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCLIMFNTS Contract 2019, WSM-C Revised March 9, 2020 CiLy Project No. 102170 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 12/20/2012 3201 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 4244,19 r ; e.Ti-..-ted1 rP s . r-,,uf64,,, 1'7/7�nl� 32 11 33 Cement Treated Base Courses 12/20/2012 2 0 1/2015 32 12 16 Asphalt Paving 12/20/2012 37�: 4-2--7r s Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 12/20/2012 32 1320 Concrete Sidewalks, Driveways and Barrier Free Rams 06/05/2018 32 13 73 Concrete Paving Joint Sealants 12/20/2012 �z_�' ^ 46 12I20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 1723 Pavement Markings 11/22/2013 32 1725 Curb Address Painting 11/04/2013 32-34_13 Chai,. F nees rd Gates 12L tz 32-34-26 xire;enees aft i4ems 44�� 32-3243- ❑r_�no c�a 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 3292 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs I2/20/2012 Division 33 - Utilities 3301 30 Sewer and Manhole Testing 12/20/2012 3301 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 3304 10 Joint Bonding and Electrical Isolation 12/20/2012 3304 11 Corrosion Control Test Stations 12/20/2012 3304 12 Magnesium Anode Cathodic Protection System 12/20/2012 33 04 30 Temporary Water Services 07101/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 0450 Cleaning of Sewer Mains 12/20/2012 33 05 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 33 nc i � I n ���no , t r n22»nl s 3305 I4 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 12/20/2012 33 05 16 Concrete Water Vaults 12/20/2012 3305 17 Concrete Collars 12/20/2012 33 05 20 Auger Boring 12/20/2012 32�zT Tunnel T i e.-Plato 2Yl i 33 05 22 Steel Casing Pie 12/20/2012 330523 Q�2040Q 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUM ENTS Page 4 of 6 iMafk�ffs/Laemors1 2 /'1�vro 3305 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pie 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride PVC Pressure Pie 11/16/2018 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 12/20/2012 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 33 1210 Water Services 1-inch to 2-inch 02/14/2017 33-4-2-44 42/20/2012 33 1220 Resilient Seated Gate Valve 12/20/2012 3 33 1225 Connection to Existing Water Mains 02/06/2013 33 1230 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 1240 Fire Hydrants 01 /03/2014 33 12 50 Water Sample Stations 12/20/2012 33 1260 Standard Blow -off Valve Assembly 06/19/2013 33 31 12 Cured in Place Pipe CIPP 12/20/2012 33 31 1 2 �� 1 n/�0 i 2 22m 5 1.1r-1=lonII 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pie 06/19/2013 Polyvinyl (Closed 333121 r .�....,...... i . �,) x� x- - 3Za J-3 r2LSanitary se�wer 1 `] l�r20 0 2 44-34-2-4 12Mi0N 0i2 33 3150 Sanitary Sewer Service Connections and Service Line 04/26/2013 34-34-70 1n 20 M2 33 39 10 Cast--in--Place Concrete Manholes 12/20/2012 33 3920 Precast Concrete Manholes 12/20/2012 44-34-60 122 43 41 1n �--�a 07rn1 r .�n„ 33 d_41_ 1_11 1 t n In-2 33 4 i 1 ] �z Hforced Polyethlene , 1, r,�rnn 13 "-46-N i2r2 n rzo� 20n 12 33 poi 81offed Staffn4Dfaiffs n4m 33 4602 �-- 'ram.,,.. e r �.-.,; n n� rn,�n n 1 , 3349 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 4920 Curb and Drop Inlets 12/20/2012 040 zv 1_1 Division 34 -Transportation 34-44 1nt, ran, c 3n n1 1n n1 t o r H l G b 12r1-, 5 T—�-:v-r" At�cE613iix�2rr�cvrrt�BrrBr c—.rcvxrrtrt 3 n n�� 1 10,02 02/2012 34 AEI I0002 !l01/2W2 4'1� 44- 1 1 r2» n 1 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No, 102170 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 I ■ _ ■ 115 �,_ ; iyy ���AilTlil�l rl}li .a a,OO� I I i t r _�■. 1 • • ��i.;raar.r��r �a�a �ava•aw vva•���a.•rir.i.e•rvm yl•J/_ll.14�1��_� � ITraffic Control � �1�1 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 GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 Gikyofr-orl'Worth, Texas DATE: Tuesday, August 11, 2020 REFERENCE NO.: **M&C 20-0542 LOG NAME. 602019WSMC-JACKSON SUBJECT: Authorize Execution of a Contract with Jackson Construction, Ltd., in the Amount of $4,510,656.00, for the 2019 Water Line and Sanitary Sewer Replacement WSM-C Project, and Adopt Appropriation Ordinances (COUNCIL DISTRICTS 2 and 7) RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of a contract with Jackson Construction, Ltd., in the amount of $4,510,656.00, for the 2019 Water Line & Sanitary Sewer Replacement WSM-C project; 2. Adopt the attached Appropriation Ordinance adjusting receipts and appropriations in the Water Capital Fund by increasing receipts and appropriations in the 2019 Water Line & Sanitary Sewer Replacement WSM-C project in the amount of $4,950,951.00, and by decreasing receipts and appropriations in the Unspecified project by the same amount; and 3. Adopt the attached Appropriation Ordinance adjusting receipts and appropriations in the Sewer Capital Legacy Fund by increasing receipts and appropriations in the 2019 Water Line & Sanitary Sewer Replacement WSM-C project (City Project No. 102170) in the amount of $193,216.00, and by decreasing receipts and appropriations in the Unspecified project (City Project No. UNSPEC) by the same amount. DISCUSSION: This Mayor and Council Communication is to authorize a construction contract for the replacement of deteriorated water and/or sanitary sewer mains as indicated on the following streets: Street N.W. 27th Street From Long Avenue To Robinson Street Scope of Work Water/Sewer Azle Avenue olumbus venue F Westwood Avenue Sunset Lane Loving Avenue Macie Avenue N.W. 20th Street Sherwood Avenue Athenia Drive JiScott N.W. 26th Street 11N.W. IRobinson Street N.W. 22nd Street Edgefield Road Road 28th Streetl Water Water Water [: I lWater Water In conjunction with replacement of the water mains, all connecting lead service lines will be removed and replaced. There are a total of 78 identified lead service lines that will be replaced as part of this contract. Additionally, asphalt pavement rehabilitation will be conducted on all six streets, subsequent to the water and sanitary sewer main replacement. The project was advertised for bids on May 28 and June 4, 2020 in the Fort Worth Star -Telegram. On June 25, 2020, the following bids were received: Bidder Amount IlTime of Completion Jackson Construction, Ltd. $4,510,656.00 400 Calendar Days Woody Contractors, Inc. $4,513,309.50 Construction of Texas $4,635,405.O0Tex mUtilities, Inc. $4,868,714.80 In addition to the contract amount, $488,082.50 (Water: $453,722.50, Sewer: $34,360.00) is required for project management, material testing and inspection, and $145,428.50 (Water: $130,987.50; Sewer: $14,441.00) is provided for project contingencies. The sanitary sewer component of 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 completed. Construction is expected to start in September 2020 and be completed by November 2021. Appropriations for the 2019 Water Line & Sanitary Sewer Replacement WSM-C project are as depicted below: Fund Existing Appropriations Additional Appropriations Project Total" General Capital Projects - Fund $62,328.00 $0.00 $62,328.00 30100 Water & Sewer Capital Projects Fund $401,173.00 $401,173.00 56002 Water Capital Fund 59601 Sewer Capital $4 950,951.00 $193,216.00 $4,950,951.00 $193,216.00 Legacy Fund 59607 Project Total $463,501.00 $5,144 167.00 $5,607,668,00 *Numbers rounded for presentation purposes. Office of Business Diversity: Jackson Construction, Ltd., is in compliance with the City's BDE Ordinance by committing to three percent MBE participation and documenting good faith effort. Jackson Construction, Ltd. identified several subcontracting and supplier opportunities. However, the firms contacted in the areas identified did not respond or did not submit the lowest bids. The City's MBE goal on this project is six percent. The project is located in COUNCIL DISTRICTS 2 and 7. FISCAL. INFORMATION 1 CERTIFICATION: The Director of Finance certifies that funds are currently available in the Unspecified project within the Water Capital and Sewer Capital Legacy funds and upon approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the Water Capital and Sewer Capital Legacy funds for the 2019 WSM-C project to support the approval of the above recommendations and execution of the contract. Prior to an expenditure being incurred, the Water Departments has the responsibility of verifying the availability of funds. Fund ®epartrr>Iertt cc®un I Project PrograrnActivity Budget Referen # mound I ID ; ID Year I (Chartfield 2)_ FROM _ _ _ prndDepartmint . cc®untf Oroject Progra¢vtjActivity3udgetReference # In®>un kID L�I®�Year_�_(Chartfic[d 2 CERTIFICATIONS: Submitted for Cify Manager's Office by: Dana Burghdoff (8018) Originating Department Head: Chris Harder (5020) Additional Information Contact: Leon Wilson (2387) ATTACHMENTS 1. 200702 Jackson Construction - MBE Compliance Memo-1021_7a.cdf (CFW Internal) 2. 602019WSMC-Jackson Form1295. df (CM Internal) 3. 602019WSMC-JACKSON funds avail.docx (CFW Internal) 4. 602019WSMC-Jackson SAM. df (CFW Internal) 5. 602019WSMC-JACKSON 69607 A020 R3 .docx (Public) 6. 602019WSMC-JACKSON FID Table NN 07.14.20 u dated.xlsx (CMInternal) 7. M & C Map - 602019WSMC-JACKSON(2)_pdf (Public) S. M & C Map - 602019WSMC-JACKSON(3).pdf (Public) 9. M & C Map - 602019WSMC-JACKSON(4).pdf (Public) 10. M & C Map - 602019WSMC-JACKSON.pdf (Public) W W W W Y Y W U'i Ln Ul In - - - Ip cO CO ID ID wIO m Bl CJl Cfl pl Ol OV O O J a O O C7 O n C] O O O O O O CD O CD 41 414�h A A A A W W W W W W W O O Q O 4 C7 O w ,,, In Ul In In Ui Y C] Y O W Ow *P O -P 0 .A C) ! O LA O O Y Ll O C] O 0 H FO O O O Y n C3 O CD O CD CD N N N N N N N F� Y F-- Y JO O OO O O C. O o n O O O O O 00 co W 00 00 W 00 [n A A O O O O to to t/� Y A W [O I- A A IQ a) V W O 4 C O 0 O 0 w 90 O O O O O |_ � ■ /�//� \�f! � rf{//f E @; � 2a 7� / E: ƒ2�|� \ff■■ 7 9i }) k @� & \ / !! § ,$ E ! e§ E ) .§ q �t \ / Of) 05I0-I MAYOR AND COUNCIL COMMUNICATION (M&C) Page I of 1 1 SECTION 00 05 10 2 MAYOR AND COUNCIL COMMUNICATION (M&C) 3 4 5 6 [.4ssembler: For Contracl Document execution, remove this page and replace with the approved 7 M&Cfor t17e award of the project. W&C in,sei•t shall he on hit4e&pe7-j 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewcr Rcplacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 000515-1 ADDENDA Page 1 of 1 1 SECTION 00 05 15 2 ADDENDA 3 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with any addenda 7 issued during bidding.] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 CITY OF FONT WORTH WATER DEPARTMENT WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2019, WSM-C City Project No. 102170 ADDENDUM NO. I Unit I -- Water Improvements Unit 2 — Sanitary Sewer Improvements Addendum No I issued: June II, 2020 DEVISED BID 0P[- fNc nATF; him-25, 2020 This Addendum forms part of the Specifications and Contract Documents and modifies the original Specifications and Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The Specifications and Contract Documents for City Project No. 102170 are hereby revised by this Addendum No. 1 as follows: 1. REVISED BID OPENING DATE is June 25, 2020 2. Specifications Section 00 41 00 — BID FORM to be REPLACED in its entirety with the attached revised Bid Form. Changes to the original include: ® Removed Unit 3: Paving Improvements O Contract time revised to 500 Calendar Days 3. Specifications Section 00 42 43 — PROPOSAL FORM to be REPLACED in its entirety with the attached revised Bid Proposal. Changes to the original include: e Addition of 8" Ring Connection to Unit 1; Addition of 8" Blow Off Valve to Unit 1; o Addition of 3" Combination Air Valve Assembly for Water to Unit 1; Addition of 2" Combination Air Valve Assembly for Water to Unit 1; a Addition of dater Sampling Station to Unit 1; Addition of Imported Embedment/Backfill to Unit 1; Unit 1, Item 22, Revised "CTB" to "Flexible Base'; o Units 1 & 2, Various Revised Bid Item Numbers Addendum No, I Contract 20I9, WSM-C Al -I City Project No. 102170 4. Specifications Section 00 45 40 — MINORITY BUSINESS ENTERPRISE SPECIFICATIONS to be REPLACED in its entirety with the attached revised Minority Business Enterprise Specifications. Changes to the original include: Update City's MBE Project Goal to 6% 5. Specifications Section 00 52 43 — AGREEMENT: Contract time revised to 6600 Calendar Days. 6. Appendix GC-6.06.D Minority and Women Owned Business Enterprise Compliance to be REPLACED in its entirety with the attached revised MNE Dorms. Changes to the original include: o Update City's MBE Project Goal to 6% 7. Sheet I of the Construction Plans is revised and attached to include City signatures. 8. Sheet 20 of the Construction Plans is revised to show 82 LF of 24" Casing Pipe. 9. Sheet 40 of the Construction Plans is revised to show 6" Flexible Base for Temporary Asphalt Pavement Trench Repair. This Addendum No. 1 forms part of the Specifications and Contract Documents for the above referenced project and modifies the original Project Manual & Contract documents of same. Acknowledge your receipt of Addendum No. 1 by completing the requested information at the following locations: (1) in the space provided in Section 00 41 00, Bid Form, Page 3 of 3, and (2) indicate in upper case letters on the outside of your sealed bid envelope "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 9" Include a signed copy of Addendum No. 1 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No_ 1 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. F.135MAT69iiil0Gml RECEIPT ACKNOWLEDGED: By- i company: Jackson rzonstruction�l M- A 1-2 Christopher Harder, P.E. Director, Water Departmlenti s > i gY=-- �...j�`l. -- — Tony SholoA, P.E. Assistant Director, Water Department Addendurn No. I Contract 20I9, WSM-C City Project No. 102170 CITY OF FORT WORTH WATER DEPARTMENT CONTRACT 20 .9, WSM-C City Project No. 102170 ADDENDUM NO. 2 Unit 1— Water Improvements Unit 2 Sanitary Sewer Improvements Addendum No. 1 issued: June 11, 2020 Addendum No. 2 issued: June 22, 2020 Rid Opening Date: June 25, 2020 This Addendum forms part of the Specifications and Contract Documents and modifies the original Specifications and Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The Specifications and Contract Documents for City Project No, 102170 are hereby revised by this Addendum No. 2 as follows: 1. Specifications Section 00 42 43 — PROPOSAL_ FORM to be REPLACED in its entirety with the attached revised Bid Proposal. This Addendum No. 2 forms part of the Specifications and Contract Documents for the above referenced project and modifies the original Project Manual & Contract documents of same. Acknowledge your receipt of Addendum No. 2 by completing the requested information at the following locations: (1) in the space provided in Section 00 41 00, Did Form, Page 3 of 3, and (2) indicate in upper case letters on the outside of your sealed bid envelope "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 2" Include a signed copy of Addendum No. 2 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 2 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. Addendum No. 2 RECEIPT ACKNOWLEDGED: By: � Company: Jackson Construdon, WO Christopher Harder, P.E. Director, Water Department By-___ ��ri i'ratf Tony Sholol,'P.E, Assistant Director, Water Department A2-1 Addendum No. 2 Contract 2019, WSM-C City Project No. 102170 0011 13 INVITATION TO BIDDERS Page I of 3 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Due to the COVIDI9 Emergency declared by the City of Fort Worth and until the emergency declaration, as amended, is rescinded, sealed bids for the construction of Water and Sanitary Sewer Replacement Contract 2019, WSM-C, City Project No. 102170 ("Project") will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday, June 18, 2020, and bids will be opened publicly and read aloud at 2:00 PM CST, as further described below: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76102 Bids will be accepted by: i . US Mail at the address above, 2. By courier, FedEx or hand delivery from 8:30-1:30 on Thursdays only at the South End Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102. A Purchasing Department staff person will be available to accept the bid and provide a time stamped receipt; or 3. If the bidder desires to submit the bid on a day or tilne other than the designated Thursday, the bidder must contact the Purchasing Department during normal working hours at 817-392-2462 to make an appointment to meet a Purchasing Department employee at the South End Lobby of City Hall located at 200 Texas ,Street, Fort Worth, Texas 76102, where the bid(s) will be received and time/date stamped as above. Bids will be opened publicly and read aloud at 2:00 PM CST in the City Council Chambers and broadcast through live stream and CFW public television which can be accessed at htti):Hfortworthtexas.gov/fwty/. The general public will not be allowed in the City Council Chambers. In addition, in lieu of delivering completed MBE forins for the project to the Purchasing Office, bidders shall e-mail the completed MBE forms to the City Project Manager no later than 2:00 p.m. on the second City business day after the bid opening date, exclusive of the bid opening date. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: UNIT 1: Water Improvements: 2,780 LF of 24-inch water pipe 2,710 LF of 12-inch water pipe 5,554 LF of 8-inch water pipe 82 LF of 8--inch water carrier pipe with 24" steel casing, installed by other than open cut 28,250 SY of asphalt pavement (POL) 2,940 SY of asphalt pavement (MOL) CITY OF FORT WORTII Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Contract 2019, WSM-C Temporarily Revised April 6, 2020 due to COVIDI9 Emergency City Project No. 102170 00 11 13 INVITATION TO BIDDERS Page 2 of 3 UNIT 2: Sanitary Sewer Improvements: 211 LF of 8-inch sanitary sewer pipe 189 LF of 8-inch cured in place pipe (C1PP) lining 3 EA 4-foot diameter sanitary sewer manholes Reestablishment of approximately 6 sanitary sewer services PRE, QUALIPICATION The improvements included in this project must be performed by a contractor who is pre - qualified by the City at the time of bid opening. The procedures for qualification and pre - qualification are outlined in the Section 00 21 13 INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http://ivww.foitwortlitexas.goy/purchasing/ and clicking on the link to the advertised project folders on the City's electronic document management and collaboration system site. Bid Documents Folder: https://docs.b360.autodesk.coin,'shares/07273910-5b62-43d2-a7a3-8642bdeOeSeb Addendum https://doc-,.b360.autodesk.r,oin/shares/5c6dedaa-fbcd-4a 1 d-8784-0ce3c7dc5236 The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from: RLG Consulting Engineers 5601 Bridge St,, Suite 420 Fort Worth, Texas 76112 (817) 687-0080 The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $60.00 Set of Bidding and Contract Documents with half size (if available) drawings: $40.00 PREBID CONFERENCE A prebid conference will not be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS If a prebid conference will be held online via a web conferencing application, invitations will be distributed directly to those who have submitted Expressions of Interest in the project to the City Project Manager and/or the Design Engineer. The presentation given at the prebid conference and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Contract 2019, WSM-C Tcmpoiariiy Revised April 6, 2020 due to COVIDI9 Emergency City Project No. 102170 0011 13 INVITATION TO BIDDERS Page 3 of3 If a prebid conference is not being held, prospective bidders can e-mail questions or comments in accordance with Section 6 of the Instructions to Bidders referenced above to the project manager(s) at the e-mail addresses listed below. Emailed questions will suffice as "questions in writing" and the requirement to formally mail questions is suspended. If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. INQUIRIES All inquiries relative to this procurement should be addressed to the following: All inquiries relative to this procurement should be addressed to the following: Attn: Leon Wilson, Jr., PE, City of Fort Worth Email: Leon.Wilson@foi-twofthtexas.gov Phone: (817) 392-2387 AND/OR Attn., Brent R Lewis, PE, RLG Consulting Engineers Email: blewis@rlgine.com Phone: (817) 687-0080 EXPRESSION OF INTERSEST To ensure bidders are kept up to date of any new information pertinent to this project or the COVIDI9 emergency declaration, as amended, as it may relate to this project, bidders are requested to email Expressions of Interest in this procurement to the City Project Manager and the Design Engineer. The email should include the bidder's company name, contact person, that individuals email address and phone number. All Addenda will be distributed directly to those who have expressed an interest in the procurement and will also be posted in the City of port Worth's purchasing website at http://fo.rtwol-thtexas.gov/purchasing/ PLAN HOLDERS To ensure you are kept up to date of any new information pertinent to this project such as when an addenda is issued, download the Plan Holder Registration form to your computer, complete and email it to the City Project Manager or the Design Engineer. The City Project Manager and design Engineer are responsible to upload the Plans Holder Registration form to the Plan Holders folder in BIM360. Mail your completed Plan Holder Registration form to those listed in INQUIRIES above. ADVERTISEMENT DATES May 28, 2020 June 4, 2020 END OF SECTION CITY OF FORT WORTH Water and Saititary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Contract 2019, WSM-C Temporarily Revised April G, 2020 due to COVIDI9 Emergency City Project No. 102170 0021 13 INSTRUCTIONS TO BIDDERS SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 1. Defined Terms Page 1 of 10 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2. L Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1, All Bidders and their subcontractors are required to be prequalified for the work types requiring prequalifi cation at the time of bidding. Bids received from contractors who are not prequalified (even if inadvertently opened) shall not be considered. Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: https:.//apes.fortworthtexas.2ov/ProicetResources/ 3,1.1. Paving — Requirements document located at; 02-Construction Documents/Contractor Prequalification/TPW Paving Contractor Prcqualification Program 3.12_ Roadway and Pedestrian Lighting — Requirements docunent located at; 02-Construction Documents/Contractor PrequaIification/TPW Roadway and Pedestrian Lighting Prequal.ification Program CITY OF FORT WORTH Water and Sanitary Server Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 0021 13 INSTRUCTIONS TO BIDDERS Page 2 of 10 3.1.3. Water and Sanitary Sewer —Requirements document located at; 02-Construction Documents/Contractor Prequalification/Water and Sanitary Sewer Contractor Prequalifcation Program 3.2. Each Bidder unless currently prequaiified, must be prepared to submit to City within seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1, 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low bidder(s) for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non -responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents, 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder shall: 4.1.1. Examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 0021 13 INSTRUCTIONS To BIDDERS Page 3 of 10 4.1.4. Study all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional infonlnation and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.6. Perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. On request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill aII holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to nlake a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal is prima -facie evidence that the Bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Contract 2019, WSM-C Revised March 9, 2020 City Projccr No. 102170 0021 13 INSTRUCTIONS TO BIDDERS Pagc 4 of 10 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of I0 5.3. The Bidder shall be prepared to commence construction without all executed right-of- way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Address questions to: City of Fort Worth 200 Texas Street Fort Worth, TX 76102 Attn: Mr. Leon Wilson, P.E., Water Department Fax: (817) 392-8195 Email: Leon.Wilson@fortworthtexas.gov Phone: (817) 392-2387 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications may be posted via the City's electronic document management and collaboration system at <Insert Link to Document..s>. 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or Iegally effective. 7. Bid Security 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the requirements of Paragraphs 5.01 of the General Conditions. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 0021 13 INSTRUCTIONS TO BIDDERS Page 6 of 10 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and deliver the complete Agreement within 10 days after the Notice of Award, City may consider Bidder to be in default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all other Bidders whom City believes to have a reasonable chance of receiving the award will be retained by City until final contract execution. S. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 01 25 00 of the General Requirements. 1t. Subcontractors, Suppliers and Others 11-1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 12-201 I (as amended), the City has goals for the participation of minority business and/or small business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE and SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or Good Faith Effort Form with documentation and/or Joint Venture Form as appropriate. The Forms including documentation must be received by the City no later than 2:00 P.M. CST, on the second business day after the bid opening date. The Bidder shall obtain a receipt from the City as evidence the documentation was received. Failure to comply shall render the bid as non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 0021 13 INSTRUCTIONS TO BIDDERS Page 7 of 10 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Norm signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Fom. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, written in ink in both words and numerals, for which the Bidder proposes to do the work contemplated or furnish materials required. All prices shall be written legibly. In case of discrepancy between price in written words and the price in written numerals, the price in written words shall govern. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, Project title, the name and address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the scaled envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMFNT Contact 2019, WSM-C Revised March 9, 2020 Ciry Project No. 102170 0021 13 INSTRUCTIONS TO BIDDERS Page A of 10 14. Modification and Withdrawal of Bids 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office cannot be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. After all Bids not requested for withdrawal are opened and publicly read aloud, the Bids for which a withdrawal request has been properly filed may, at the option of the City, be returned unopened. 14.2. Bidders may modify their Bid by electronic communication at any time prior to the time set for the closing of Bid receipt. 15. Opening of Bids Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by City. City also reserves the right to waive informalities not involving price, contract time or changes in the Work with the Successful Bidder. Discrepancies between. the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 00 21 13 INSTRUCTIONS TO BIDDERS Page 9of10 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. 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. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at https://www.etliies.state.tx.us/data/forms/1295/1295.pdf 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement to City with the required Bonds, Certificates of Insurance, and all other required documentation. 18.2. Failure to execute a duly awarded contact may subject the Contractor to penalties. CITY OF FOWI' WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 0021 13 INSTRUCTIONS TO BIDDERS 18.3. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WOR`f11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised March 9, 2020 Page 10 of 10 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 003215-0 CONSTRUCTION PROGRESS SCHEDULE, SECTION 00 32 15 CONSTRUCTION PROJECT SCHEDULE PARTI- GENERAL 1.1 SUMMARY Page 1 of 10 A. Section Includes: 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Project Schedule B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements D. Purpose The City of Fort Worth (City) is committed to delivering quality, cost-effective infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a properly structured schedule with accurate updates. This supports effective monitoring of progress and is input to critical decision making by the project manager throughout the life of the project. Data from the updated project schedule is utilized in status reporting to various levels of the City organization and the citizenry. This Document complements the City's Standard Agreement to guide the construction contractor (Contractor) in preparing and submitting acceptable schedules for use by the City in project delivery. The expectation is the performance of the work follows the accepted schedule and adhere to the contractual timeline. The Contractor will designate a qualified representative (Project Scheduler) responsible for developing and updating the schedule and preparing status reporting as required by the City. 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 2. Non-compliance with this specification is grounds for City to withhold payment of the Contractor's invoices until Contractor achieves said compliance. 1.3 REFERENCES A. Project Schedules Each project is represented by City's master project schedule that encompasses the entire scope of activities envisioned by the City to properly deliver the work. When the City contracts with a Contractor to perform construction of the Work, the Contractor CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD SPECIFICATION Contract 2019, WSM-C Revised JULY 20, 2018 City Project No. 102170 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 will develop and maintain a schedule for their scope of work in alignment with the City's standard schedule requirements as defined herein. The data and information of each such schedule will be leveraged and become integral in the master project schedule as deemed appropriate by the City's Project Control Specialist and approved by the City's Project Manager. Master Project Schedule The master project schedule is a holistic representation of the scheduled activities and milestones for the total project and be Critical Path Method (CPM) based. The City's Project Manager is accountable for oversight of the development and maintaining a master project schedule for each project. When the City contracts for the design and/or construction of the project, the master project schedule will incorporate elements of the Design and Construction schedules as deemed appropriate by the City's Project Control Specialist. The assigned City Project Control Specialist creates and maintains the master project schedule in P6 (City's scheduling software). 2. Construction Schedule The Contractor is responsible for developing and maintaining a schedule for the scope of the Contractor's contractual requirements. The Contractor will issue an initial schedule for review and acceptance by the City's Project Control Specialist and the City's Project Manager as a baseline schedule for Contractor's scope of work. Contractor will issue current, accurate updates of their schedule (Progress Schedule) to the City at the end of each month throughout the life of their work. B. Schedule Tiers The City has a portfolio of projects that vary widely in size, complexity and content requiring different scheduling to effectively deliver each project. The City uses a "tiered" approach to align the proper schedule with the criteria for each project. The City's Project Manager determines the appropriate schedulc tier for each project, and includes that designation and the associated requirements in the Contractor's scope of work. The following is a summary of the "tiers". 1. Tier 1: Small Size and Short Duration Project (design notrcquired) The City develops and maintains a Master Project Schedule for the project. No schedule submittal is required from Contractor. City's Project Control Specialist acquires any necessary schedule status data or information through discussionswith the respective party on an as -needed basis. Tier 2: Small Size and Short to Medium Duration Project The City develops and maintains a Master Project Schedule for the project. The Contractor identifies "start" and "finish" milestone dates on key elements of their work as agreed with the City's Project Manager at the kickoff of their work effort. The Contractor issues to the City, updates to the "start" and "finish" dates for such milestones at the end of each month throughout the life of their work on the project. 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration The City develops and maintains a Master Project Schedule for the project. The Contractor develops a Baseline Schedule and maintains the schedule of their respective scope of work on the project at a level of detail (generally Level 3) andin CITY OF FORT WORTI I Water and Sanitary Sewer Replacement STANDARD SPECIFICATION Contract 2019, WSM-C Revised JULY 20, 2018 City Project No. 102170 0032 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 1 o alignment with the WBS structure in Section 1.4.H as agreed by the Project Manager. The Contractor issues to the City, updates of their respective schedule (Progress Schedule) at the end of each month throughout the life of their work on theproject. C. Schedule Types Project delivery for the City utilizes two types of schedules as noted below. The City develops and maintains a Master Project Schedule as a "baseline" schedule and issue monthly updates to the City Project Manager (end of each month) as a "progress" schedule. The Contractor prepares and submits each schedule type to fulfill their contractual requirements. Baseline Schedule The Contractor develops and submits to the City, an initial schedule for their scope of work in alignment with this specification. Once reviewed and accepted by the City, it becomes the `Baseline" schedule and is the basis against which all progress is measured. The baseline schedule will be updated when there is a change or addition to the scope of work impacting the duration of the work, and only after receipt of a duly authorized change order issued by the City. In the event progress is significantly behind schedule, the City's Project Manager may authorize an update to the baseline schedule to facilitate a more practical evaluation of progress. An example of a Baseline Schedule is provided in Specification 00 32 15.1 Construction Project Schedule Baseline Example. Progress Schedule The Contractor updates their schedule at the end of each month to represent the progress achieved in the work which includes any impact from authorized changes in the work. The updated schedule must accurately reflect the current status of the work at that point in time and is referred to as the "Progress Schedule". The City's Project Manager and Project Control Specialist reviews and accepts each progress schedule. In the event a progress schedule is deemed not acceptable, the unacceptable issues are identified by the City within 5 working days and the Contractor must provide an acceptable progress schedule within 5 working days after receipt of non -acceptance notification. An example of a Progress Schedule is provided in Specification 00 32 15.2 Construction Project Schedule Progress Example. 1.4 CITY STANDARD SCHEDULE REQUIREMENTS The following is an overview of the methodology for developing and maintaining a schedule for delivery of a project. A. Schedule Framework The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. B. Schedule File Name CITY OF FORT WORTH Water and Sanitaey Sewer Replacement STANDARD SPECIFICATION Contract 2019, WSM-C Revised 7ULY 20, 2018 City Prgject No. 102170 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page A of] 0 All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number Project Name _Baseline Example: 101376 North Montgomery Street HMAC—Baseline • Progress Schedule File Name Format: City Project Number Project Name _YYYY-MMM Example: 101376_North Montgomery Street HAC_2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number Project Name _PN_YYYY-MM Example: 101376 North Montgomery Street HMAC_PN_2018_01 C. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials a Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (later) • Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water D. Schedule Calendar The City's standard calendar for schedule development purposes is based on a 5-day workweek and accounts for the City's eight standard holidays (New Years, Martin Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, Christmas). The Contractor will establish a schedule calendar as part of the schedule development process and provide to the Project Control Specialist as part of the basis for their schedule. Variations between the City's calendar and the Contractor's calendar must be resolved prior to the City's acceptance of their Baseline project schedule. E. WBS & Milestone Standards for Schedule Development The scope of work to be accomplished by the Contractor is represented in the schedule in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the development of the schedule activities and shall be imbedded and depicted in the schedule. CITY OF FORT WORTI I Water and Sanitary Sewer Replacement STANDARD SPECIFICATION Revised IULY 20, 2018 Contract WSM-C City ProjectcL No. 102170 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 5 of10 The following is a summary of the standards to be followed in preparing and maintaining a schedule for project delivery. Contractor is required to utilize the City's WBS structure and respective project type template for "Construction" as shown in Section 1.4.14 below. Additional activities may be added to Levels I - 4 to accommodate the needs of the organization executing the work. Specifically the Contractor will add activities under WBS XXXXXX.80.83 "Construction Execution" that delineates the activities associated with the various components of the work. 2. Contractor is required to adhere to the City's Standard Milestones as shown in Section 1.4.I below. Contractor will include additional milestones representing intermediate deliverables as required to accurately reflect their scope ofwork. F. Schedule Activities Activities are the discrete elements of work that make up the schedule. They will be organized under the umbrella of the WBS. Activity descriptions should adequately describe the activity, and in some cases the extent of the activity. All activities are logically tied with a predecessor and a successor. The only exception to this rule is for "project start" and "project finish" milestones. The activity duration is based on the physical amount of work to be performed for the stated activity, with a maximum duration of 20 working days. If the work for any one activity exceeds 20 days, break that activity down incrementally to achieve this duration constraint. Any exception to this requires review and acceptance by the City's Project Control Specialist. G. Change Orders When a Change Order is issued by the City, the impact is incorporated into the previously accepted baseline schedule as an update, to clearly show impact to the proj ect timeline. The Contractor submits this updated baseline schedule to the City for review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. H. City's Work Breakdown Structure CITY OF FORT WORTH Water and Sanitary Sewer Reptaceinent STANDARD SPECIFICATION Conu WSM C Revised JULY 20, 2018 roct N City Project No. 102170 0032 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 ABS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution LX.80.85 Inspection LX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure I. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. A& i. iLy.jn Activity Name Design 3020 Award Design Agreement 3040 Issue Notice To Proceed - Design Engineer 3100 Design Kick-off Meeting 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (technical) 3160 Conduct Design Public Meeting 91 (required) 3170 Conceptual Design Complete 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3250 Conduct Design Public Meeting #2 (required) 3260 Preliminary Design Complete CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD SPECIFICATION Contract 2019, WSM-C Revised 7ULY 20, 2019 City Project No. 102170 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 7 of I0 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3330 Conduct Design Public Meeting #3 (if required) 3360 Final Design Complete ROW & Easements 4000 Right of Way Start 4230 Right of Way Complete Utility Relocation 7000 Utilities Start 7120 Utilities Cleared/Complete Construction Bid and Award 8110 Start Advertisement 8150 Conduct Bid Opening 8240 Award Construction Contract Construction Execution 8330 Conduct Construction Public Meeting #4 Pre -Construction 8350 Construction Start 8370 Substantial Completion 8540 Construction Completion 91.30 Notice of Completion/Green Sheet 9150 Construction Contract Closed 9420 Design Contract Closed 1.5 SUBMITTALS A. Schedule Submittal & Review The City's Project Manager is responsible for reviews and acceptance of the Contractor's schedule. The City's Project Control Specialist is responsible for ensuring alignment of the Contractor's baseline and progress schedules with the Master Project Schedule as support to the City's Project Manager. The City reviews and accepts or rejects the schedule within ten workdays of Contractor's submittal. 1. Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .x►nl, anpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in XIS or .xlsx fonnat in compliance with the sample layout (Sec Specification 00 32 115.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. 2. Initial & Baseline Schedule The Contractor will develop their schedule for their scope of work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document management system in the location dedicated for this purpose within ten workdays of the Notice ofA ward. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD SPECIFICATION Contract 2019, WSM-C Revised JULY 20, 2018 City Project No. 102170 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 The City's Project Manager and Project Control Specialist review this initial schedule to detennine alignment with the City's Master Project Schedule, including format & WBS structure. Following the City's review, feedback is provided to the Contractor for their use in finalizing their initial schedule and issuing (within five workdays) their Baseline Schedule for final review and acceptance by the City. 3. Progress Schedule The Contractor will update and issue their project schedule (Progress Schedule) by the last day of each month throughout the life of their work on the project. The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is missing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re -submits the corrected Progress Schedule within 5 workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date • % Complete • Float s Activity Logic (dependencies) • Critical Path 0 Activities added or deleted • Expected Baseline Finish date • Variance to the Baseline Finish Date B. Monthly Construction Status Report The Contractor submits a written status report (referred to as a progress narrative) at the end of each month to accompany the Progress Schedule submittal, using the standard format provided in Specification 00 32 15.3 Construction Project Schedule Progress Narrative. The content of the Construction Project Schedule Progress Narrative should be concise and complete to: • Reflect the current status of the work for the reporting period (including actual activities started and/or eornpleted during the reporting period) • Explain variances from the baseline on critical path activities • Explain any potential schedule conflicts or delays • Describe recovery plans where appropriate • Provide a summary forecast of the work to be achieved in the next reporting period. C. Submittal Process CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD SPECIFICATION Revised JULY 20, 2018 Contract City Projecctt No. 10212019, NC 02170 003215-0 CONSTRUCTION PROGRESS SCHEDULE k Page 9 of 10 Schedules and Monthly Construction Status Reports are submitted in Buzzsaw following the steps outlined in Specification 00 32 15.4 Construction Project Schedule Submittal Process. Once the project has been completed and Final Acceptance has been issued by the E City, no further progress schedules or construction status reports are required from t the Contractor. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 QUALITY ASSURANCE t A. The person preparing and revising the Contractor's Project Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the Contractor's scope of work. C. The Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE, AND HANDLING [NOTUSED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] l 1.12 WARRANTY [NOT USED] 1.13 ATTACHMENTS Spec 00 32 15.1 Construction Project Schedule Baseline Example Spec 00 32 15.2 Construction Project Schedule Progress Example Spec 00 32 15.3 Construction Project Schedule Progress Narrative Spec 00 32 15.4 Construction Project Schedule Submittal Process PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD SPECIFICATION Contract 2019, WSM-C Revised DULY 20, 2018 City Project No. 102170 0032 15 - 0 CONSTRUCTION PROGRESS SCHEDULE, Page 10 01'10 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF PORT WORTH STANDARD SPECIFICATION Water and Sanitary Sewer ReplacSM-C Revised JULY 20, 2018 Conn -act 2 t N W5M-C City Project No. 102170 00 32 15.1 - 0 CONSTRUCTION PROGRESS SCIIFDULF — BASELINE EXAMPLE Page I of 5 SECTION 00 32 15.1 CONSTRUCTION PROJECT SCHEDULE -- BASELINE EXAMPLE PART1- GENERAL The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the baseline for the project. This version of the schedule is referred to as a "baseline" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a baseline schedule. See CFW Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. 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Jarrell Initial Issue CITY OF FORT WORTII Water and Sanitary Sewer Replaccmcnt STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSiv1-C Revised JULY 20, 2018 City Project No. 102170 0032 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page 1 of 4 SECTION 00 32 15.2 CONSTRUCTION PROJECT SCHEDULE — PROGRESS EXAMPLE PART1- GENERAL The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the progress for the project. This version of the schedule is referred to as a "progress" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a progress schedule. See CFW Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. 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A r p � � a u ' {Y ;• T a m',i, .M1 7i 1'i `1 i' ' L � r{+I 9 M 9L { J, LL W a1 9 W 45 ro YJ 4r 'ai,4— 4lIM F ih .n a..k 'A w 6� ,y rt. m a M. a n ;n d dl..6!Fi M I a P g :o:g g g tIg g g g!l . u u L f g o } a ds g 9 L. i� r'4i •Ui -Li <i 'I" .. L'i �i YI •� i �i -� N N r S ., rr 54 ell 5! 21 n ;z.ilr i5, ^. iI S'..'.' i `a - 5 y'i ., ri..Q n F5 R r Knl c Irl t h 9 IL kLs .A 17ri1 . ' Iyr} tlAq a4 k r t��j t$ �r}� yM}} A GL v r• .A Ild.h 71 «ri 2} I� LY {} ,. h� r LI �^'{' Ni iA 11 1�iii ;1f, n Q=,e M'NM ri ac, eaa ' i trsi tU c u 0 4 CITY OF FORT WORTII Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised JULY 20, 2019 City Project No. 102170 0032 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE, Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORT] I Watcr and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised JUEY 20, 2018 City Project No. 102170 I 00 32 15.3 - 0 —PROGRESS NARRATIVE Page 1 of 1 SECTION 00 32 15.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Company Name: City Project No: Engineer's Project No: City Project Manager: Engineer's Project Manager: A. List of activities accomplished in the reporting period. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) B. List of activities to be accomplished in the next reporting period 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) C. List any potential delays and provide mitigation actions 1. (insert text here) 2. (insert text here) 3. (insert text here) D. List any actual delays and provide recovery actions 1. (insert text here) 2. (insert text here) 3. (insert text here) CITY OF FORT WORTH Water and Sanitary Sewer Replacement CONSTRUCTION PROJECT SCHEDULE NARRATIVE REPORT FOR CFW PROJECTS Contract 2019, WSM-C Revised Febo my 2, 2016 City Project No. 102170 003215A-0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page I of7 SECTION 00 32 15.4 CONSTRUCTION PROJECT SC14EDULE SUBMITTAL PROCESS PART1- GENERAL The following information provides the process steps for the Contractor to follow for submitting a project baseline or progress schedule for a capital project to the City of Fort Worth. See CFW Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. k 1 If you are not a registered CFW Buzzsaw user, please email or contact: Fred Griffin, Buzzsaw Administrator City of Fort Worth Fred.Gri ffin@fortworthgov.org 817-392-8868 ' Using your registered username and password log into the City's Buzzsaw Site .https://project oint.buzzsa�v.coin/elient/fortwortligov �. MP - Navigate to your Project Folder. Verify that your Project ID and Project Name are consistent with Project Folder Name. Navigate to the Schedule Directory under your Project Folder. The 00701--Flaxseed Drainage Improvements project is used for illustration. CITY OF FORT WORTH Water and Sanitary Sewcr Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 20, 2019 City Project No- 102170 I r} tm sue— fry ktra Jr v X I?nwi feAmr1hgev • i 0032 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE —SUBMITTAL PROCESS Page 2 of 7 iN37[iI-Flaxseed IXainage lr�ranr aln N� ,.Eld forms �:ef�LLLs lndez.rds c�: � Canstructicn :t � Ctxsst>I[ant5 �} cwtmcw I.',} Cbrrespmdence =: General C—bart Dory, LE ar l Sl 4w I�aroject Drat+rings y; I� PttMicldeefings n ,'j .. t) l.w..,_ .•s ... rx1765 - urban A.7g Centraf elude. r 00705 - tkban Vftges Central Uh bar' 0a 00706- Urban W.ges SE Cluster Berry • 00706- thban Y6a9es SE cluster Near • G0730- Sanitary Sewer Rehab Cosh-- r j GYM- igeWte Rd 2009 CIP-fear 1{I IZI 0076E -Dirks Rnad-BryartlrvEr, to Gr.� • PA Or177a -tebaw Channel 90736 - Summer C7eek a5ycamore s h .r� 00787-Granlxry Read-Altamesa inA _ 6 nnw..c as r0- f rxtrd� i rYrti I wLwdc dml; x x ixrW ornw**Kkih irm 16,3134 Kum REx IW.. f jrrrJ Two files will be uploaded for each submittal. A native schedule file format either Primavera .xer or MS Project .mpp and a PDF version of the schedule will be uploaded Verify that the file name contains the 5-digit Project ID, Project Name, and Submittal Date and follows the standard naming convention. Initial schedule submittal will be labeled as `Baseline' for example: 00701-FlaxseedDrainagelmprovements-Baseline Schedule submittal updates will be labeled witb Schedule Submittal Date `YYYY MM' for example: 00701-FlaxseedDrainagelmprovements-2009_01 Expand or select the Schedules folder and add both the native file and PDF file to the directory. From the Toolbar Select CAdd Document CITY OF FORT WORTII Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATI0NDOCUMF.NTS Contract 2019, WSM-C Revised July 20, 2018 City Project No. 102170 +Q, um *ev Ind-, Iielp ikw 1- aimwm [ from I rl 003215.4-0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 3 of 7 .> I #Y a I Llb'ro'W,1 la.ICI � W lei} I'T : j 00701-Fla:rseed Dramage Frhaore0€*_!5J • Folder 0 Eld Forms ;'I Bid Responses • in Construcbon i Consultants Cl tmtraLtor CJ Correspondence .4. j� GeneralC ntract Dofttmerits and Sped r.' 0 Project Drawings is 1"I Fubk Meetings r t,l Rei l pnm erty — �tl Schedules Index.xk 1—J JAmbes 00705-tkhan vdages Central Cluster SxF l,l DD705 Atban Villages Central Cluster 5(" 10! U07U'o-Urban W.ges SE (luster 6erry4lia m 00706 -urban Vitlages SF e7osterWar Ees +; 007311-SeAtmy Se wRehab CmtranU .i' 00)'55-Mesquite Rd 2004CIP V�: : PF; I' 1k DD768-!•jirks Road - Bryant 1tvin to Grant" is 0077a -Lebow Charu +' 00786-9.mimer Creek R5ycamore F;1crJ v Index.xis Fred GrifOn 16,384 Miu,-- It Select Browse and go to the location of the files on your desktop. Select Open C[ 13N!kd&3iPmftLhAdSr19lr,:SmLrLuu-.yni-an�,2rltnl1hrr�lHepYrl),V +ll, (}rrnl�+cr &�- F AUKh Cenrrent F�Fmo! kleiameon lnrrrt, ].k Sm$Ln.ai emeB:,na� Lookh -�J} 6eed p 6 m- JMy Donrments jo4i;djet Mi,dr+lanager Pro 7 LsyJ I J MV computer MMuvcnotes Player phFLctr{ ,' myNetrtorkPlaces Proietts +L Adobe Acrobat 8 Professional `'BoardmgPass.pdf j "I'sin CDs 1, WDs ClearTypeT ing r Buzzsaw 2008 •"Cod Record Edit Pro I CH2MHRL bPN 1Cmssnind Pr•W Exam Sim 7.7 FileZUa CBent V Crystal Reports 2008 'SiGoogle Earth FDel qudc Reference Gude.pdf IV— Photosmert Express 1%,,Cisk Defragmenter hHP Pbot son rt Premier Ft. Free Sound Recorder 7D, HP Sokition Center f Free5ourrdRecorderexe �BwassConnect ;M'.� Laptop5eo.xity 4F♦%uapier if)Tunes ; 1)l0gur.JPG Minesoft Vuio Version 2002 Inside Out eBook 4NMY-leeiM Y 3 itRlr 41, 140 Flecar r44 01 tx+ liml I`'ln m [a.atl The file will appear in the Buzzsaw Add to Project — Select Docti nents window Select Next. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATIONDOCUMFNTS Contract 2019, WSM-C Revised July 20, 2018 City Project No. 102170 003215.4-0 CONSTRUCTION PROGRESS SCHEDULE. —SUBMITTAL PROCESS Page 4 of7 Do not select Finish at this time. �{ L! ! Jda.LtlGd bedd�lhep�edr h kauoa72'I��ddm6t�u,ue,4ltMnhw GWlkllli�J �lSdetl Worrir_.= ra.. l..` 3i.. �n I•. ..Il.li �-... [locvrrtrnla J,tsalh 5'mrrenl - FyI Npe Rle lomimr wa—nIE �W741,r�lalldllrlPoverratilY�Or79�,.�t tickFceeo�l I r 'III F...III.S/Saq I+l =1 r. J ' �ypM14.#tl<w•r Wirlk�:ZL_ L.rtnp-. ,rlr lVA.r]W I 0 ."Id rly-A.Yril TS JW.J Lttljak.,, • d:r4 I jy} i„}I LumiLJ I�eLa You will be placed into the Attach Comment window to enter a record into the Project Schedule Submittal Log. Enter the Project ID -Project Name -Submittal in the Subject Line. Type Submittal and Company Name into the Comment window along with Contact Name and Contact Phone Nu>nber. Select Next- e. nmkeAcwv nklhekNummuImvmftl6MCaK+&AfmLdkuubhKbwipt9�hdm di-d -- % r Irk 6 srlrrl tir�.wnts r �dld�o.l>d,Lmreard��l Sle�€ml :d1l�krP �+]70[-Harsr�'rah.igelmPro+y!N!ents-Baseline #iplj!•re5�rr Hasehne Schedule Subrlrtttal from 'Company Name" Cmltad Name Schedule Submittal from'Company Name' for wank performed up to January 31, 2003 Name I r 6s6 1 r5,t RiFh C" CITY OF PORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECTPICATIONDOCUMENTS Contract 2019, WSM-C Revised July 20, 2018 City Project No. 102170 0032 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 5 of7 You will be placed into the Send Email Notification window. Select To and the Select Recipients window will appear with a Iist of Project Contacts. Select the Project Manager as the To Recipient and the Project Controls Group as the Copy Recipient. Q}[Knr,�4�Jrwrrvr�35 w�df,•m9R�IlurtMu r�Am I��IW+._llasilu'YPp��./ .ass VOL+,m6nyx art Anne I -J —I J I'.a r1 ft I e� rveare� reJY I: a+• i I d Ilu, Ir i. 1-,,. 1i17. Vandal... Y... T•.. S>=...� 3/1.. Frrs... M., Nllltl... ib*. G... 0 Alp w.rl wwlwr.l._ � Select the Paste Comment button to copy the Comment into the body of the email Select Finish. CITY OF FORT WORTS I Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 20, 201 S City Project No. 102170 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCI IF.DULF, — SUBMITTAL PROCESS Pagc G of 7 « M� SkM enwi lu Am J.a€e k mE?J�s mth vio 9- m of ste rrn w u delyd ilea, Th% [7rp w opVggip ' r4W DuQm1[IIYL _ rmogAbdI r 0S 11[moil „' I Fdurfi, Ifa�Ficatian c— I Fv" Ea* -r. S¢t.. — — �Jgch bn)di fleezxdorarmgrlSr{rwkxnb �3r�� lmdm Sdw4UE Uh!wlt?d Fmm'EfwTnny Name' Fatt lime !DanlActPhone F 4 IF 1pdpbe WiedkAe suFmvttai from'caepany Name' far work performed up to 3anuary 31, 34t19 FF0 M"R 4S# PFY11e ry The schedule file is uploaded to the directory. An email is sent to the City's Project Manager and Project Control Specialist. -- -14 LUX.; inxsr`co raaxsage imllr^.nvr {5 _..-._ .—, rtForlm ,�,. CJ �1a4•+rcc: »ice Constrwt- F I -tr-w -L1 C«respwdevxe rxRfal±un7act6oaunentr aid Spe<r r3 J R[�nFieo-ly' Y• � Ite>RI%ooerly �'ta7vlY€�x�recmraael+wrawaa J SnFdules fndex.zls J ��h7ux ' '� W]OS-13r6arr'J�3-oars Cenbal CA�sttt max!' Gi705-tkban lld6�es Cenbal Ckstrl Svul 14 n07fib- urban Vd Iges SE Gust- F-y-Rn t, 00mis-llrbart iryysaes SE Clu;iet fleas F. I JAF 00730 - Sanitary S—Ad b C—w .tD 00755 -N ot¢ Rd Z004 CIA Yc i tDa9 00750 - 0,h Road -Wy-1 T-n to Cunha ' (�` s0J78 -Lebow [home€ � i Upload the PDF file using the salve guideline. END OF SECTION dmn 16,M4 i,—ftrn-dW.. ttO3f-'Olia 4 RNL.. 79,250 XERFWe llafm59: tE eu1 CITY OF FORT WORTH Water and Sanitary Sewcr Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 20, 2018 City Projecl No. 102170 I i I I 0 0032 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE —SUBMITTAL PROCESS Page 7 of7 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial issue CITY OF FORT WORTEI STANDARD CONSTRUCTION SPECIFICATIONDOCUMF,NTS Revised July 20, 2018 Water and Sanitary Server Replacement Contract 2019, WSM-C City Ptnject No. l02170 0035 13 CONFLICT OF INTEREST AF'F'IDA'VIT Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's Office pursuant to state law. If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent of the City who exercises discretion iti the planning, recommending, selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then a Local Government Officer Conflicts Disclosure Statelhent'(CIS) niay be required. You are urged to consult with counsel regarding rlie-4pplicability of tht~sa forms and Local Government Code Chapter 176 to your company. The referenced forms may be downloaded frown the links provided below. httns://www.ethics.state.tx.us/data,JfolrrlslconfiictlClQ. �.�r[ f https://tiN,xvw.etlaics.state.tx.us/data/fo1_rl s/cu1illld[`/CIS.pdf CIQ Form is on file with City Secretary CIQ Forin is being provided to the City Secretary CIS Form does nut apply CIS I=orm is on File with City Soctelary M CIS Form is beitirf provided to the City Secretary BIDDER: .,C4C,k60Y\ C0V)S4;"Ujj61j. L-� By: ®y L. JWkson Company }} Please Print) _ 1 Z U ,^ UV Y. Signature: Address F& r+ a o y X-7 Cp 11 el Title City/State/Zip President ETD OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMCNTS Revised February 24,2020 (Please Print) Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 0041 00 BID FORM Page 1 of 9 TO: The Purchasing Manager clo: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: City Project No.: 102170 SECTION 00 4100 BID FORM Water and Sanitary Sewer Replacement Contract 2019, WSM-C Units/Sections: Unit 1: Water Improvements Unit 2: Sanitary Sewer Improvements 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. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised March 9, 2020 2019 WSM-C Addendum No. 2_00 41 00 Bid Proposal Workbook.As 00 41 00 BID FORM Page 2 of 9 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Auger Boring - Greater than 24-inch diameter casing and greater b. Water Transmission, Urban/Renewal, 24-inches and smaller c. Sewer CiPP, 12-inches and smaller d. Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 500 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Statement, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised March 9, 2020 2019 WSM-C Addendum No. 200 41 00 Bid Proposal Workbook.xls 00 41 00 BID FORM Page 3 of 9 7. Sid Submittal This Bid is submitted on 06/25/2020 Respectfully su itted, By: (Signatu Troy L. Jackson (Printed Name) Title: President Company: Jackson Construction, Ltd. Address: 6112 Sun Valley Dr. Fort Worth, Texas 76119 State of Incorporation: TX Email. officeftacksontx.net Phone: 817-572-3303 A►` I_NIe]a•Y:lq 11011, I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised March 9, 2020 by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: X Addendum No. 2: X Addendum No. 3: Addendum No. 4: Corporate Seal: 2019 WSM-C Addendum No. 2_00 4100 Bid Proposal Workbook.xis W Jx61 n10 eaneos;t. erg t orx SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder. Pmpusal Pay item Bidist Item No. Description Specification Secfen Ne. UnR of Measure Bid Quantity Unit Pace Bid Value Unit t - Water Improvement - "A 3311.0641 24" Water Pipe- Ductile Iron Pipe 331110 LF 2,625 $212.00 $666500.00 '1B 3311.0641 24"Water Pipe- Concrete Pressure Pipe 331113 LF 2.625 "i C 33110641I 24" Water Pipe - Steel Pipe 3311 14 LF 2.625 "2A 3311.0641 24" Water Pipe - Ductile Iran Pipe, CSS Backfill 3311 10 LF 215 $585.00 S125 775.00 "26 3311.0641 24"Water Pipe- Concrete Pressure Pipe, CSS Backfill 331113 LF 216 '2C 3311,0941 24'Water Pipe- Steel Pipe, CSS Backfill 331114 LF 216 '3A 3311.0001 Ductile Iran Water Fittings wf Restraint (24inchpipe) 3311 11 TON 2 S11,500.00 $23,00D.00 '3B 3311.0021 C3031019s 331113 LS 1 '3C .1311:001 t Steel Fittings 3311 t4 LS 1 ` Contmctorto provide Unit PfleeiBtd for only one ofthe pipe material allemaNves far items 1, 2, and 3. DO NOT PROVIDIH UNIT PR10EMM FOR EACH ALTERNATIVE. 9 3304.0002 Cathodio Protection 330412 LS 1 $95.000.00 $95000.00 5 33112441 12" Water Pipe 331110,33 i1 12 LF 2,555 390.00 $229 950.00 6 3311,0441 12" Water Pipe, CSS R.Ckf ll 33 1110. 3311 12 LF 165 $350.00 $54 250.00 7 3311.0241 8"Water Pipe 33 11 10. 331112 LF 5.554 $5U.00 $311,024.0 a 3305.2002 8" Water Carrier Pips 33 05 24 LF 82 16SA0 $13,530.00 9 3311.0141 6"Water. Pie 33 11 10,331112 LF t18 $100,00 $11,800.00 10 3305.1104 24" Casing By Other Than Open Cut 33 05 22 LF 82 $555.00 $45.510.02 11 9999.0001 8" Ring Connection 331225 FA 1 $12.500.00 12 500.00 12 33110001 Ductile Iron Water Fftpwl Restraint (61nch Iluough 12-inch pipe) 33 1S 11 TON 2 9 500.00 $19.000.00 13 3312AD03 8" Blow Off Valve 3,31260 EA 1 $27.000.00 $27.000.00 14 3312,1003 3' Combination Air Valve Assembly for Water 33 12 30 EA 1 $7800.00 32a.000.00 15 3312A002 2"Combination Air Valve Assemhly for Water 331230 FA 1 316,500.00 $116,500.0 16 0241.1302 Remove 6" Water Valve 0241 14 EA 7 8160.00 %1,06a.00 17 024t.1303 Remove W Water Valve 02 41 14 EA 6 175.00 S1.050.00 16 0241.1510 Salvage Fire Hydrant 024114 EA 8 S475.00 $3,800.00 19 1 0241.1601 1 Salvage Water Sam ling Station 024114 FA 1 S30O.00 30U00 20 3312.0002 Water Sampling Station 331250 FA 1 S6.00G.001 $6,00cLao 21 3305.0206 Im mted FmbedmenUBackfill 33 65 1() 1 CY 200 S35.00 $7.000.00 22 3201.0400 Temporarygsphail paving Repair (2" HMAC on 6" Flexible Base) 32 01 18 LF 12.797 28.00 $358,316.00 23 3201.0614 Conc Pvmt Repair, Residential w13" HMAC Overlay 32 01 29 SY 370 $220.00 $111,400.00 24 3201.02111 AsphaftPvmt Repair beyond Defined Width, Res[derlliet 3201 17 SY 159 135.00 $5.250.00 25 3201,0914 Conc Pvmt Repair, Residential 32 01 29 SY 50 $195.00 S9 750.00 26 0241A3011 I Remove Conorete Curb A Gutter 024115 LF 500 $10.00 65,000.00 27 3216.01D2 7-inch Concrete Curb and 16-inch Gutter (Match Existing) 32 16 13 LF 1,500 140.00 210000.00 28 0241.0401 Remove Concrete Ddveway 024113 SF 5,000$2001 $10,000.00 29 3213.0401 6-inch Concrete Driveway 321320 SF 6.000 $14.00 70 000.60 30 3215.03.01 74rith Concrete Valley GutW 321613 SY 160 195,00 $31,200.00 31 3212.0303 24nch Asphalt PavementType "D" 321216 SY 31.079 $12.50 3368,487.50 32 3305,0111 Water Valve Box Adjust wl Collar 33014 EA i8 60000 $10,900.00 33 3305.0108 Miscellaneous Adjustments -Water Meter Box 330514 EA 24 576.09 1380000 34 3305.0107 Manhole Adjust, Minor wl Collar 330514 EA B $1.050.00 $15AU0.00. 35 3217,6001 Curb Address Painting 321725 FA 49 85.0 $4,165.00 36 329110100 Topsa9 3291 19 CY 100 120.00 12 000.00 37 3292.0i00 Block Sod Re l...merit 329213 SY 2,889 $9.00 $2q.001.00 38 3123,0101 Unclassiked 1amamlion 312316 CY 40 $75.00 $3,000.00 39 0241.1506 2-inch Surface Milling 0241 15 SY 2,940 $4.00 $11.760.00 40 0247.1700 10-inch Pavement Pulverbration 0241 15 SY 25,139 $8.00 $225,112.00 41 32110600 cement ModificaBon,2611wsy. 321133 TN 366 160,00 $65,880.00 42 0241.0100 Rc nmw Sidewalk 0241 13 SF Sao $3.00 81 500.00 43 3213.0301 4-in.h Concrete Sidewalk 321320 SF 1.000 16.5 $16,500.00 44 3232.0100 4-inch Concrete Sidewalk w,th RetabllnWCurb Well 323213 SF Soo $26.00 $12,500,00 45 0241.0300 Remove ADA Ramp 0241 13 FA 2 $300.00 $60O.Go 46 9999.0002 ADA Ramp 32 13 20 EA 2 $2,900.00 5 600.00 47 3304,0101 Temporary Water Services 33 04 30 LS t $105,00U.00 105 000.00 48 3305.0109 Trench Safe(Water) 330610 LF 5.400 $i.oa $5,400.00 49 3312.0001 Fire H rant 33 S2 40 EA 8 4 800.00 S38 400.00 50 3312.0108 Cmmeclion to Existing 24" Water Main 331225 FA1 4 $t5,000.001 60000.00 3312.0117 Connedorilo F..xisting 4"-12"Water Main 331225 FA i93500,00 66500-000241.1552 Salvage l"Waier Meter 0241 i4 FJi 4 1S900603372.2001 L 1'Water Service, Meter Reconnection 331210220 3. 71 3312.2003 1"Water Service 331210 EA 230 160000 $36800000 3312.2004 IV Private Water Service 331210 LF 1 110 1 $411.001 $4,40O.GO CIFY OF FORT WORiH 51'M'nhAOCON5S1ilfCTION aYEC1FiCRT10N oaerma:wrs M191V9\4C M,Erdum A'o.] 004100niti? pW%V. L Lz Farm Ii�rir<d XnH1I2It CvN 3n2]]a oo sxax ameamnsir. Pagc x of2 SECTION 00 42 43 PROAOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Pay It.. Bldiist Stem No. Description Specification Seolion No. Unk of Measure Bid Q..P* Unit Price Bid Value 56 0241.1513 Salvage 1112"Water Meter 024114 EA 1 Z50.00 5000 57 3312.2101 1112"Water Service, Meter Reconnection 331210 LA 1 $425.0D 42500 5H 3312.2103 1112"Water Servfoe 33 12 10 EA 1 $3.900.00 $3.900.00 59 3312.2104 1 112' Private Water Service 33 1210 LF 5 $90.Qu $450.001 60 0241J514 Salvo e2'Water Meter 024114 EA 2 $300.00 600.00 61 3312.2201 2" Water Service, Meter Reconnection 3,31210 EA 2 §62&00 i 050.00 62 3312.2203 2"Water Service 331210 EA 2 $4,400.00 6800.00 63 3312.3002 6" Gate Valve 3312 20 LA 7 950.00 6 650.00 64 3312.3003 9" Gate Valve 331220 EA 18 1 60D.00 27 000.00 65 3312.3005 1E"Gate Valve 331220 EA 3 $2,800.00 $8,40D.00 66 3M2.3006 24"Gate Valve wf Vauh 331220 LA 4 $41,600.00 $166,000,00 6T 0241.1800 Remove Speed Cushion 0241 15 SY 69 $34.00 S2.176.00 68 33OSoOlOS Miscellaneous Adjustments -S rinkfer Systerm, 330514 LS 1 $7,000.00 7000.00 69 9999,0003 Remove and Replace 15-Ft. Curb Inlet Top 33 49 20 EA 1 $7,600.00 $7,50u 70 3217.005 Pavement Markings. Step Bar 321723 LF 70 417.00 1 f90.a0 71 3217.0002 4-inch SLD Pavement Marldng, HAS (Yellow) 321723 LF 1,320 125 41.650.00 72 3217.0301 II2-inch Solid Pavement Marking (Cmss-wafk, White) 321723 LF HO su.0D $640.00 73 3471.0001 Traffic 1 34 71 13 1 MO 6 $13,000.00 78 000.00 74 3125.0101 SWPPP 21 acre(Water) 3t 2500 LS 1 $6,600.00 500.00 75 3305.0103 C-frploratouy Excavation of Existing Utilities 33 05 30 EA 4 0. 500.00 18 "0.00 76 9999.0004 Construction Sury ater LS 1 4 500.00 4 500.00 77 9999.0005 Construction SkKwtl (Water] LS 1 20000.W $20000.00 78 9999.0006 Water Construction ARuwance LS 1 $100,000.00 $100.000.00 Unit 1 - Water Improvements Total $4,366.241.50 Projecl Imm Information Bidders Proposal Pay Bidffst Item Item No. Oescription Specific W Section No. Unit aT Measure Bid Quantity Unit Price Bid Value Un8 2 -Sanitary Sewer Improvements 1 3331.4115 H" Sewer Pipe 3311 10.33 31 12. 33 31 20 LF 211 90.60 S1H 990.0g 2 3331.2102 8"CIPP 333112 LF 189 $1011.00 18900.00 3 3331.4119 H" orP Sewer Pipe wl Protecto 401 Lining 3311 10 LF 20 190.00 3 900.00 4 3305.0109 Trench Safe Sanite Sewer 33 05 to LF 231 L00 231A0 5 3301.00M Pre -CCTV Inspection 330131 LF 420 $6.00 42,520AQ 6 3301.0002 Past -CCTV Inspection 330131 LF 420 S14.00 35.880.00 7 33312201 Service Reconnection, CIPP 33 3112 LA 1 $36U.00 350.00 H 3331.3311 4" Sewer Service, Reconnection 333150 FA S $2200,00 $11,000,00 9 3339-1001 4" Manhole 33 39 10,3339 20 EA 3 $4.500.001 $13,500.00 10 3305.0112 Concrete Collar 330517 EA 3 s1050.00 3150.00 d1 3305.0113 Trench Water Stops 330515 EA 1 $1.600.00 1800.00 12 3301.0101 Manhole Vacuum Tas[hog 330130 LA 3 325 00 975,00 13 0241.2103 8"Sevver Abandonment 131.9 024114 EA 2 $550.00 1100.00 14 0241.2201 Remove 4' Sewer Manhole 024114 EA 2 $1,10G.00 2200.00 15 0241.3501 Remove Storm Junction Structure 0241 14 LS 1 4 Oa 00 4200 00 16 3201.0400 Temporary Asphalt Paving Repair (2" HMAC on 8" Fie ble Base) 320118 LF 200 $36.00 7 200.00 17 0241.1300 Remove Concrete Cmh $ Gutter 024115 1 LF 1 10 $10.00 S100.00 18 3216 0102 7-inch Goncm- Curb and I Viwh Gm ter (Match ExWkg) 321613 LF 116 140.00 S16240.00 19 0241,0401 Remove Goncrete Uriveway 02 41 13 SF 50 $2.00 100.00 20 3213.0401 6-Inch Concrete Drive 321320 SF 50 $14.00 700.00 21 3212.0303 2-Inch As halt Pavement Type"W 321216 SY fit $12.50 1387.50 22 3291.0100 Topsail 329119 - CY 1 S120.00 $120.00 23 3292.0101) Block Sod Re lacement 329213 SY 67 S9.00 $603.00 24 0241.1700 W-inch Pavement Pulverization 0241 15 SY 111 $6.00 $888,00 25 3211.0600 Cement ModificaSon, 261bsJs . 32 11133 TN 1 $18a.tto $180.00 26 3349.0003 6' Storm Junction Flax 33 49 10 EA 1 $13,000.00 $13,G00.90 27 3125.0101 SWPPP e 1 acre (Sanitary Sewer) 31 25 00 L$ 1 $1,500,00 S1 50000 28 999No" Construction Surveying anita SSewe LS i 1 800.00 1 800.00 29 9999.9007 Construction Staking 4Sanitary Sewer) LS 1 2 000.00 2 000.00 30 9999.0008 Sanitary Sewer Construction Mowance LS 1 1 $10.000.00 $iD,000.00 Unit 2 - Sanitary Sewer Improvements Total Unit 1- Water Improvements Total Unit 2 - Samtmy Sewer Improvements Total Teter END OF SECTION $144,414.60 $4.386,241.50 1144,414.60 S6h1Yr6[iLDO CITYOFFORT-m STANOARDCONSTRIFLT[Oki SPEC61CATmMDOCVhrEMS mt9 wS\LCAddcMum Na2ea41 e0 and Pmyoutwukbao A, F-0,,ixd20=20 � 102170 10acu mi ant Aal °�10 2010 Conforms with The American Institute of Architects AIA Document 310 CONTRACTOR: ('Maine, degrrl siuttrs stied addi�s sj Jackson Construction, Ltd 5112 Sun Valley Drive Fort Worth, TX 76119 OWNER: f74` ne.legatstadtrsandaddress) City of Fort Worth, TX Fort Worth, TX BOND AMOUNT: $ 5% GAB SURETY: (,'4`ame, if bwrimayx) The Hanover insurance Company 440 Lincoln Street Worcester, MA 01653 Five Percent of the Greatest Amount Bid PROJECT: (Xaluc.: dxaflou©raddress etn d1")-g1ecrntoi&er, tfalt}j Water and Sanitary Sewer Replacement Contract 2019 WSM-C 1 Project #102170 This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. TIte Contractor and Surety are bound to the Owner in the amount set fortIt above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointsv and severally, as prodded herein. The conditions of tins Bond are such that if the Ovvner accepts the bid of the Contractor within the time specified in the bid documents, or within such tirltc period as may be agreed to by the Owner and Contractor, and the Contractor either (1) enters into a contract with the Owner in accordance tibith the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Projeot and othenrvise, acceptable to the O%vner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished ill the prosecution tIlereof; or (2) pays to the Owner the dit><erence, not to exceed the amount of this Bond, bet►veen the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perrorm the work covered by said bid, then this obligation shali be null and void, otherwise to remain in lull force and effect. The Surety hereby waives ally notice of an agreement between the O►vner and Contractor to extend the time in which the Owner may accept the bid. VAuiver ofnotice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time Jbr acceptance of'bids spedied to the bid documents; and the Owr ner and Contractor shall obtain the Surety%,; consent litr an extension beyond sixty (00) days. If this Bond is issued in connection with a subcontractor's bid to a Contractor, the term Contractor ill this Bond shall be deemed to be Subcontractor and the terns Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or otter legal requirement in the location of the Project, anv provision in tins Build conilieting with said statutory or legal requirement shall be deemed deleted herefTow and provisions confontning to such 5lutulory or miser legal requirement slmli be deemed incorporated herein. When so famished, the intent is that this Bond shall be construed as a statutory bland and not as a common lain build. Signed and scaled this 25th day of June, 2020 G-- a itiless) (iffitirG'S.SJ S-00541AS 8110 Jackson Construction, Ltd. (Principal) (seal) By: The Hanover Insurance Company (Strltt}j (Seal) By, AI'L4 T enae,)Teuta Luri Attorney -in -Fact THE HANOVER INSURANCE COMPANY MASSAC14USEM BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OFATTORNEY 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. KNOW ALL PERSONS BY THESE PRESENTS: ThatTHE HANOVER INSURANCE COMPANYand MASSACHUSETTS BAY INSURANCE COMPANY, both being corporationsorganized and existing underthe laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, (hereinafter individually and collectively the "Company") does hereby constitute and appoint, Steven R. Poster, Jack M. Crowley, Laurie Pflug, and Teuta Luri Of Wfilis Towers Watson Insurance Services West, Inc of Dallas, TX each individually, ifthere be more than one named, as its true and lawful attomey(s)-in- fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and dead any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed bg the president and attested by the secretary of the Company, in theirown proper persons. Provided however, that this power of attorney limits the acts of those named herein; and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States, not to exceed Thirty Five Million and No1100 ($35,000,000) in any single instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys -in -fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds, recognizances, contracts of indemnity, waivers of citation and all otherwritings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys -in -fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 —The Hanover Insurance Company, Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 — Citizens Insurance Company of America and affirmed by each Company on March 24, 2014) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANYOF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 10"' day of January, 2020. THE 14ANOVgR INSURWE COMPANY THE HANOVER INSURANCE COMPANY MASSACHUSETTS VAY ( SURANCE COMPANY C9ASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURAtME C MPANY OF AMERICA GITI aENS INSURANCE COMPANY OF AMEMCA Vice President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER ) ss. On this 101 day of January, 2020 before me came the above named Executive Vice President and Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Companyof America, to me personally known to be the individuals and officers described herein, and acknowledged thatthe seals affixed to the preceding instrument arethe corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Comorations. ARLEEN V. SIMO NS Notary Public Uf C[i4�S0. 5�4tTtt OF FUtSSACER15rx'rT5�` - -- My QDmm1$sina E.11res Arleen V• Simons, [Votary Public .tuna 15, 2023 My Commission Expires June 15, 2023 1, the undersigned Vice President ofThe Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this 25thday of June 2020 CERTIFIED COPY THE HANOVER 114SURANCE COMPANY h4A ACHUSETTS SAY INSURANCE COMPANY r IZ NSINSUR8YJT9S.0rAF1ANY OF AME MCA i, Carrick A. 6t1gh, silent 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 8 of 9 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of Slate- Hers or Sla il,. , our principal place of business, are required to be °la Here percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of SWt>e Here Dr Rlank., 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. F/I BIDDER: Jackson Construction, Ltd. By: Troy L. Jackson 5112 Sun Valley Dr. ignature) Fort Worth, Texas 76119 Title: President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Date: Cp& JA 2019 WSM-C Addendum No. 2_00 41 00 Bid Proposal Workbook.xls 0045 11 -1 BIDDERS PREQUALIFICATIONS Pagel of 3 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 1. Summary. All contractors are required to be prequalified by the City prior to submitting bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder Prequalification Application in accordance with the requirements below. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. The information must be submitted seven (7) days prior to the date of the opening of bids. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must file the information by the 31 st day of March in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's Prequalification Application, the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) Classified Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the firm's organizational documents (Corporate Charter, Articles of Incorporation, Articles of Organization, Certificate of Formation, LLC Regulations, Certificate of Limited Partnership Agreement). c. A completed Bidder Prequalification Application. (1) The firm's Texas Taxpayer Identification Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.tx.us/taxpermit/ and fill out the application to apply for your Texas tax ID. (2) The firm's e-mail address and fax number. (3) The firm's DUNS number as issued by Dun & Bradstreet. This number is used by the City for required reporting on Federal Aid projects. The DUNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequalifieation. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. 2. Prequalification Requirements a. Financial Statements. Financial statement submission must be provided in accordance with the following: (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. CITY OF FORT WORTH Water and sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 0045 11 -2 BIDDERS PREQIJALIFICATIONS Page 2 of 3 (2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certified public accounting firm registered and in good standing in any state. Current Texas statues also require that accounting firms performing audits or reviews on business entities within the State of Texas be properly licensed or registered with the Texas State Board of Public Accountancy. (3) The accounting firm should state in the audit report or review whether the contractor is an individual, corporation, or limited liability company. (4) Financial Statements must be presented in U.S. do] Iars at the current rate of exchange of the Balance Sheet date. (5) The City will not recognize any certified public accountant as independent who is not, in fact, independent. (6) The accountant's opinion on the financial statements of the contracting company should state that the audit or review has been conducted in accordance with auditing standards generally accepted in the United States of America. This must be stated in the accounting firm's opinion. It should: (1) express an unqualified opinion, or (2) express a qualified opinion on the statements taken as awhole. (7) The City reserves the right to require a new statement at anytime. (8) The financial statement must be prepared as of the last day of any month, not more than one year old and must be on file with the City 16 months thereafter, in accordance with Paragraph 1. (9) The City will determine a contractor's bidding capacity for the purposes of awarding contracts. Bidding capacity is determined by multiplyingthe positive net working capital (working capital = current assets -- current liabilities) by a factor of 10. Only those statements reflecting a positive net working capital position will be considered satisfactory for prequalification purposes. (10) In the case that a bidding date falls within the time a new financial statement is being prepared, the previous statement shall be updated with proper verification. b. Bidder Prequalification Application. A Bidder Prequalification Application must be submitted along with audited or reviewed financial statements by firms wishing to be eligible to bid on all classes of construction and maintenance projects. Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report, the notation of "None" or "N/A" should be inserted. (2) A minimum of five (5) references of related work must be provided. (3) Submission of an equipment schedule which indicates equipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manufacturer, model and general common description of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. 3. Eligibility to Bid a. The City shall be the sole judge as to a contractor's prequalification. b. The City may reject, suspend, or modify any prequalification for failure by the contractor to demonstrate acceptable financial ability or performance. c. The City will issue a letter as to the status of the prequalification approval, CITY OF FORT WORTI I Water and Sanitary Sewer Replaceitient STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS Contract 2019, WSM-C Rcvised July I, 2011 City Project No. 102170 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter_ END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 00 45 12 BID FORM Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT 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. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Auger Boring - Greater than 24 inch diameter casing and Jackson Construction, Ltd 4/30/2021 greater Water Transmission, Urban/Renewal, 24-inches and Jackson Construction, Ltd 4/30/2021 smaller Sewer CIPP, 12-inches and smaller Insituform Technologies LLC i jI I3 0 IZ"Z Asphalt Paving Construction/Reconstruction (15,000 square yards and Reynolds Asphalt and Construction 9/30/2021 ' GREATER) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Jackson Construction, Ltd. By: Troy L. Jackson 5112 Sun Valley Dr. 4' (Signature) Fort Worth, Texas 76119 Title: President Date:�� END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 2019 WSM-C Addendum No. 2_00 41 00 Bid Proposal Workbook.As FoRTWORTH SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify I Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company Post Office Box City State Zip Code i Street Address (required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRL ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTII TEXAS 200 TEXAS STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 0045 13 BIDDER PRF,QUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION 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 prenualified. 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, I8-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 FORTWORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 0045 13 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-incbes 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/Rcconstruction (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/Rcconstruction (15,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT I NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in had: (a) As a General Contractor: construction work has your organization (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED LOCATION CITY -COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER *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 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 F S. In what other lines of business are you financially interested? i 0 9. Have you ever performed any work for the City?. If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. I NAME OF FIRM OR COMPANY I DETAILED ADDRESS I 1- 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? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENCE MAGNITUDE AND TYPE OF WORK IN WHAT CAPACITY 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 Iist 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 WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 Wafer and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 0045 13 BIDDER PRF,QUALIFICATION APPLICATION Page 6 of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: Date of Incorporation Charter/File No. President Vice Presidents If a partnership: State of Organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) General Partners/Officers Secretary Treasurer Limited Partners (if applicable) LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) Individuals authorized to sign for Partnership 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 I 14. Equipment 0045 13 BIDDFR PREQUALIFICATION APPLICATION Page 7 of 8 TOTAL ITEM QUANTITY ITEM DESCRIPTION BALANCESHEET VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various - 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 the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. CITY OF FORT WORTI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 0045 13 BIDDER PREQUALIFICXr1ON APPLICATION Page 8 of 9 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 Nalne: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 004525-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 102170. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 Jackson Construction, LT ® T Oil L. Jackson 12 By: 13 Company (Please Print) 14 !! 15 e uin V i Ie-,4 1�1 Jt. Signature: 7;4Z,1�Z.4�0 16 Address 17 18 _ � 1� j'- a . 1 X / (01 'Ci Title: PM31dont 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME, the undersigned authority, on this day personally appeared 27 Triny ! _ ankson known to me to be the person whose name is 28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the 29 same as the act and deed of President for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this Y day of 33 v , 20= } 34 35Y Nicole McCollum o: gr My Commission Expires 36 � : ; � orsorzozz 37 `' 1D N0' 12S9526+8 of y Public in and for the State of Texas 38 39 END OF SECTION CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised duly 1, 2011 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 00 45 40 - 1 Minority Business Enterprise Specifications Page 1 of 2 I 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 is 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 SECTION 00 45 40 TEMPORARY REVISION 4/61202.0 (COVID-19) Minority Business Enterprise Specifications A, !ELL ATION OF PO ,iC'Y If the total dollar value of the contract is greater than $50,000, 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 apply to this bid. MRE PROJECT GOALS The City's MBE goal on this project is 6% of the total bid value of the contract (Base bid applies to Parks and Community Services). Note: If both MBE AnA.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. coml!LiANC'F. Tn Bit] SP .C" F C"ATiONS 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 assigned City of Fort Worth Project Manager or Department Designee, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall EMAIL the MBE documentation to the assigned City of Fort Worth Project Manager or Department Designee. A faxed copy will not be accepted. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Temporarily Revised April 6, 2020 due to COVID19 Emergency Addendum No. 1 Contract 2019, WSM-C City Project No. 102170 00 45 40 - 2 Minority Business Enterprise Specifications Page 2 of 2 2 i 3 4 5 b 7 S 9 10 11 . Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City busines r exceeded. day after the bid opening date, exclusive of the bid openin; date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE 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 DISQUALIFICAITON PERIOD OF THREE YEARS. Any Questions, Please Contact The BDE Office at (817) 392-2674. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Temporarily Revised April &, 2020 due to COVID 19 Emergency Addendum No. 1 Contract 2019, WSM-C City Project No. 102170 00 52 43 - 1 Agreement Page 1 0175 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 08/11/20 is made by and between the City of Forth Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and Jackson Construction, Ltd., authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORD Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 Article 3. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an atnount, in current funds, of Four Million Five Hundred Tell Thousand Six Hundred Fifty -Six and no cents Dollars ($4,510,656.00). Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work will be complete for Final Acceptance within 500 days after the date when the Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that time is of the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding, the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City Six Hundred Fifty Dollars ($650.00) for each day that expires a0er the time specified in Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. CI`PY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102170 Revised 09/06/2019 00 52*43 - 2 Agreement Page 2 of S Article S. CONTRACT DOCUMNTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance ACORD Form(s) d. Payment Bond c. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE and/or SBE Utilization Form 3. General Conditions. 4. Supplementary Conditions. S. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Proj ect's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION 6.1 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 claitus 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 012erate and be effective even if it is alleged or proven that all or some of the damages beii> sought were caused in whole or in part, by any act omission or negligence of the ci 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City project No, 102170 Revised 09/0612019 00 52 43 - 3 Agreement Page of 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and againstany and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the Nvork and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or Lroven that all or some of the damages being sought were caused in whole or in part, by any act omission or negligence of the eity Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article I of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successor's and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Docnincrits. 7.4 Severability. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon CITY and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Prohibition On Contracts With Companies Boycotting Israel. Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government Code, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. CrFY OF FORT WORTH Water and Sanitary Sewer Replacement Contmot2019, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102170 RcAsed 09106/2019 005243-4 Agreement Page 4 of 5 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. B; signing this contract, Contractor certafres that Contractor's sigrratu e provides Ivriften verifrcafion to file City that Contractor: (I) does not boycott Israel, and (2) will not boycott Israel during the terra of the contract. 7.8 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of all I-9 forms and supporting eligibility documentation for each employee who performs work tinder this Agreement. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor employee who is not legally eligible to perfornn such services. CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLE FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO "VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall Have the right to immediately terminate this Agreement for violations of this provision by Contractor. 7.9 No Third -Party Beneficiaries. This Agreement gives no rights or benefits to anyone other than the City and the Contractor and there are no third -party beneficiaries. 7.10 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on -site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. SIGNATURE PAGE TO FOLLOW CITY OF FORT WORTH Water and Sanitary Server Replacement Contract 2019, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10.2170 Revised 09/0612019 005243-5 Agreenma Page 5 of 5 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to he effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"), Jackson Construction, LTD Contractor: City of Fort Worth By: 7 Signature, Troy L. Jackson (Printed Name) fteolde& Title Address Fav-4- 7 City/Slatelzip Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 09/0612019 By: ❑ na aurgnaul(r o zx �n , rgi �- Dana Burgl]do'ff Assistant City Manager Sep 23, 2020 Date Secretary (seal) M&C: 20-0542 Date: 08/I 1/20 Form 1295 No.: 2020-639883 N F ire • e Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Leon Wilson, Jr., P.E. Project Manager Approved as to Form and Legality: Douglas W. Black Assistant City Attorney APPROVAL RE, COMMENDED: _— H rder (Sep 21,1U2011:0.3( Chris Harder, P.E. D ff It1AT �O RD Water Department Director CITYS -.... -P AARY Water and Sanitary Sewer Replac ncn�fttyy���11*0 �irpiccE No. 102120 006113-1 PERFORMANCE BOND Page l of 2 1 SECTION 00 6113 2 PERFORMANCE BOND Bond #1068095 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Jackson w9mdMIJAd. known as 9 "Principal" herein and The xanover rnsarance Company , a corporate 10 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corm�3ation created pllrsuant to the laws of Texas, known as "City" herein, in the penal FourMiIliou Five hundred Teu Thousand Six Hundred 13 sum of, Fifty six & a0i10o Dollars 14 ($ 4,510,656.00 ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind 16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents. 18 WHEREAS, the Principal has entered into a certain written contract with the City 19 awarded the 12th day of August , 20 20, which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 21 labor and other accessories defined by law, in the prosecution of the Work, including any Change 22 Orders, as provided for in said Contract designated as Water and Sanitary Sewer Replacement 23 Contract 2019, WSM-C, City Project No. 102170 24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contract and shall in all respects duly and 26 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 27 specifications, and contract documents therein referred to, and as well during any period of 28 extension of the Contract that may be granted on the part of the City, then this obligation shall be 29 and become null and void, otherwise to remain in full force and effect. 30 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 31 Tarrant County, Texas or the United States District Court for the Northern District of Texas, fort 32 Worth Division, CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-C STANDARD CONSTRUCTION SPEC1FiCAT1ON DOCUMENTS City Project No. 102170 Revised July 1, 2011 0061 13 - 2 PERFORMANCE BOND Page 2 of 2 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 25th day of 6 August , 20 20 . 7 8 9 10 11 12 13 ATTEST: 14 15� 16 (Principal) Secretary 17 18 19 20 21 22 Wess as to Principal 23 24 25 26 27 28 29 30 31 32 33 34 35 ��36 37 Witness as to SYiK 38 39 40 PRINCIPAL: Jackson Construction, Ltd. BY: Sig ature L Jackson, President Name and Title Address: 5112 Sun Valli Drive Fort Worlh, TX 76119 SURETY: The Hanover Insurance Corn y BY: tgnature Jack M Crowley, Attorney in Fact T Name and'Fitle — —_ Address: 440 Lincoln S(Teet Worcester, MA 01615 _ Telephone Number: __�7_,36o-i 22z 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 Water and Sanitary Sewer Replacement Contract 20 M WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102170 Revised July 1, 2011 006114-1 PAYMENT BOND Page I of 2 1 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRAN;i' 7 SECTION 00 6114 PAYMENT BOND Bond #1068095 § KNOW ALL BY THESE PRESENTS: 8 That we, .Jackson Construction,11& known as 9 "Principal" herein, and The Hanover Insurance Company , a 10 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas known as "City" herein, hour Million live Hundred TenThousand Six Hundred 13 in the penal sum of Fifty Six & 001100 Dollars 14 ($ 4,510,656.00 ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for the payment of which sum well and truly be trade, we bind ourselves, 16 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17 presents: 18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 19 12th day of _ August , 2020 , which Contract is hereby referred to and 20 made a -part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 21 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 22 said Contract and designated as Water and Sanitary Sewer Replacement Contract 2019, 23 WSM-C, City Project No.102,170 24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 25 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 26 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 27 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 28 force and effect. 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 30 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 31 accordance with the provisions of said statute, 32 CITY OF FORT WORTH water and Sanitary Sewer Replacement Contract 2019, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102170 Revised duly 1, 2011 0061 1d-2 PAYMENT BOND Page 2 of 2 1 2 3 4 5 6 7 8 9 10 12 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 25th day of August 20 20 ATTEST: (Principal) Secretary 'tress as to PrtnctpalMUAe--. - ATTEST: ! Secretary (1 '4 -- ' '/ Witness as to Wety PRINCIPAL: Jackson Construction, Ltd. BY: Signature ~ Troy L Jackson, President Name and Title Address: 5112 Sun Valley Drive Fort Worth, TX 76119 SURETY: he Hanovcr Tnswance Company BY: Si re _Jack M Crowley, Attorney in Fact Narne and Title Address: 440 Lincoln Street Worcester, MA 01615 Telephone Number: 917-360-1922 Note: If signed by an officer of the Surety, there must be out file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM1-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102170 Revised Ialy 1, 2011 0061 19 - 1 MAINTENANCE BOND Page 1 of 3 t SECTION 00 6119 2 MAINTENANCE BOND Bond #1065095 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRRANT § 7 8 That we Jackson Construction, Ltd. , known as 9 "Principal" herein and The Hanover Insurance Company , a corpora% surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, Four Million Five IIzindred Ten Thousand Six hundred 13 in the sum of .Fifty six & 001100 Dollars 14 ($ 4,510,656.00 J, lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 16 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, firmly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the t2th day of _ August _ _ _, 20 20 , which Contract is hereby 21 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 22 materials, equipment labor and other accessories as defined by law, in the prosecution of the 23 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 24 the "Work") as provided for in said contract and designated as Water and Sanitary Sewer 25 Replacement Contract 2019, WSM-C, City Project No. 1102176; and 26 27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plays, 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 fiom the City of the need therefor at any time within the Maintenance 34 Period. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102170 Revised July 1, 2011 0061 19 - 2 MAINTENANCE BOND Page 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 is 19 20 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety udder this Maintenance bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall fie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102170 Revised July 1, 2011 0061 19-3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHERFO F, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 251h day of August 3 , 20 20 4 5 6 7 9 10 II ATTEST: 12 13 kt-a--�-- 14 (Principal) Secretary 15 16 17 t 18 19 20 lit ipal 21 22 23 24 25 26 2,7 28 29 ATTEST• 30 31 _ 32 Secretelry 33 I, 34 35 Witness as to u ety 36 PRINCIPAL: Jack -son Construction, Ltd. BY: Sign ure Tray L Jackson, President Name and Title Address: 5112 Sun Valley Drive Fort Worth, TX 76119 SURETY: The Hanover Insurance Company BY: _ gnature Jack M Crowley, Attorney in tact iVatne and Title Address: 440 Lincoln Street Worcester. MA 01615 Telephone Number: 817-300-1922 37 *Note: If signed b 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. It CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102170 Revised July 1, 2011 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY 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. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANYand MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing underthe laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, (hereinafter individually and collectively the "Company') does hereby constitute and appoint, Steven R. Foster, Jack M. Crowley, Laurie Pflug, and Teuta L.uri Of Willis Towers Watson Insurance Services West, Inc of Dallas, TX each individually, if there be more than one named, as its true and lawful attorneys) -in - fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company, in their own proper persons. Provided however, that this power of attorney limits the acts of those named herein; and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below. - Any such obligations in the United States, not to exceed Thirty Five Million and Noll00 ($365,000,000) in any single instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys -in -fact of the Company, in its name and as it acts, to execute and acknovOodge for and on its behalf as surety, any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys -in -fact shall be binding upon the Companyas if they had been dulyexecuted and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 -- The Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 — Citizens Insurance Company of America and affirmed by each Company on March 24, 2014) IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCECOMPANYand CITIZENS INSURANCE COMPANY OF AM ERICA have caused these presents to be sealed with their respective corporate seals, duty attested by two Vice Presidents, this 101h day of January, 2020. THE HANOVER INSIf F cOmPANY THE HAN OV9R INSURANCE COMPANY MASSACHUSETTS Y INSURANCE COMPANY MASSACHUSETTS SAY INSURANCE CONIPARY CITIZENS 3N 9UltAE C(IMPANY Of AMERICA CIT17§NS INSURANCE COMPANY OF Ar-AERICA THE COMMONWEALTH OF MASSACHUSETTS } COUNTY OF WORCESTER ) ss. On this 101h day of January, 2020 before me came the above named Executive Vice President and Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Companyand Citizens Insurance Company of America, to me personalty known to be the individuals and officers described herein, and acknowledged that the seats affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay insurance Company and Citizens Insurance Company of America, respectively, and thatthe said corporate seats and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Cornorations- � AR'LEEN V. SIMONiS f�f•' + Notary Public _ �i l ) Cfi1llhFh�PtIFMMISFGU15S4C iron S '1�`ftt�,l�j' �tY Cnmmias4an Expira$ AriePn V� Ssmans, Notary Public dune SS, 2023 My Commission Expires June 15, 2023 1, the undersigned Vice Prosident of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this day CERTIFIED COPY T#ili KANOVER INSURANCE COMPANY kl9A ACHUSETM513&Y INSUtiANCE COMPANY I NSIN//S_u_R CEj90jAPANYOfAMERICA Carrick A. Bligh, The - Hii4 nove-r The Hanover Insurance Company 1 440 Lincoln street; Worcester, MA 01653 -It Insurance Groups 6tizens Insurance Company of America 1 645 West Grand River Avenue, Howell, MI 48843 Texas Complaint Notice IMPORTANT NOTICE To obtain information or make a complaint: You may call The Hanover Insurance Company/Citizens Insurance Company of America's toll -free telephone number for information or to make a complaint at: 1-800-608-8141 AVISO IMPORTANTE Para obtener information o para someter una queja: Usted puede Ilamar al numero de telefono gratis de The Hanover Insurance Company/Citizens Insurance Company of America's para informacion o para someter una queja al: 1-800-608-8141 You may also write to The Hanover Insurance Company/ Usted tambien puede escribir a The Hanover Insurance Citizens Insurance Company of America at: Company/Citizens Insurance Company of America al: 440 Lincoln Street Worcester, MA 01615 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: RO.Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: httpJ/www.tdi.texasgov E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the com- pany first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or con- dition of the attached document. 440 Lincoln Street Worcester, MA 01615 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texasgov E-mail: ConsumerProtection@tdi.state.tx.us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concemiente a su prima o a un rec- lamo, debe comunicarse con el agente o la compania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condition del documento adjunto. 181-1467 (6/12) COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED o AUTOMATIC STATUS IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART The following is added to SECTION+! II aWHO IS AN INSURED: Any person or organization that: a. You agree in a written contract or agreement to include as an additional insured on this Coverage Part; and b. Has not been added as an additional insured for the same project by attachment of an endorse- ment under this Coverage Part which includes such person or organization in the endorsement's schedule; is an insured, but: a. Only with respect to liability for "bodily injury" or "property damage' that occurs, or for "personal injury" caused by an offense that is committed, subsequent to the signing of that contract or agreement and while that part of the contract or agreement is in effect; and b. Only as described in Paragraph (1), (2) or (3) be- low, whichever applies: (1) If the written contract or agreement specifical- ly requires you to provide additional insured coverage to that person or organization by the use of: (a) The Additional Insured -- Owners, Les- sees or Contractors — (Form B) endorse- ment CG 20 10 11 85; or (b) Either or both of the following: the Addi- tional Insured — Owners, Lessees or Con- tractors — Scheduled Person Or Organi- zation endorsement CG 20 10 10 01, or the Additional Insured — Owners, Lessees or Contractors — Completed Operations endorsement CG 20 37 10 01; (a) The Additional Insured -- Owners, Lesr sees or Contractors — Scheduled Person or Organization endorsement CG 20 10 07 04 or CG 20 10 04 13, the Additional Insured — Owners, Lessees or Contrao- tors — Completed Operations endorse- ment CG 20 37 07 04 or CG 20 37 04 13, or both of such endorsements with either of those edition dates; or (b) Either or both of the following: the Addi- tional Insured -- Owners, Lessees or Con- tractors — Scheduled Person Or Organi- zation endorsement CG 20 10, or the Ad- ditional Insured — Owners, Lessees or Contractors — Completed Operations en- dorsement CG 20 37, without an edition date of such endorsement specified; the person or organization is an additional in- sured only if the injury or damage is caused, in whole or in part, by acts or omissions of you or your subcontractor in the performance of "your work" to which the written contract or agreement applies; or (3) If neither Paragraph (1) nor (2) above applies: (a) The person or organization is an addi- tional insured only if, and to the extent that, the injury or damage is caused by acts or omissions of you or your subcon- tractor in the performance of "your work" to which the written contract or agree- ment applies; and (b) Such person or organization does not qualify as an additional insured with re- spect to the independent acts or omis- sions of such person or organization. the person or organization is an additional in- The insurance provided to such additional insured is sured only if the injury or damage arises out subject to the following provisions: of "your work" to which the written contract or a. If the Limits of Insurance of this Coverage Part agreement applies; shown in the Declarations exceed the minimum (2) If the written contract or agreement specifical- limits required by the written contract or agree- ly requires you to provide additional insured ment, the insurance provided to the additional in - coverage to that person or organization by sured will be limited to such minimum required the use of: limits. For the purposes of determining whether CO Ds 04 02 19 © 2017 The Travelers Indemnity Company. All rights reserved. Page 1 of 2 57233936 1 19-20 GL/Auto/WC/$10mi1 Umb/EQUIP l Stephanie Pitzer 18/26/2020 9:20:08 AM (CUT) I Page 3 of 14 COMMERCIAL GENERAL LIABILITY this limitation applies, the minimum limits required by the written contract or agreement will be con- sidered to include the minimum limits of any Um- brella or Excess liability coverage required for the additional insured by that written contract or agreement. This provision will not increase the limits of insurance described in Section III — Limits Of Insurance. b. The insurance provided to such additional insured does not apply to: (1) Any "bodily injury', "property damage" or "personal injury" arising out of the providing, or failure to provide, any professional archi- tectural, engineering or surveying services, including: (a) The preparing, approving, or failing to prepare or approve, maps, shop draw- ings, opinions, reports, surveys, field or- ders or change orders, or the preparing, approving, or failing to prepare or ap- prove, drawings and specifications; and N Supervisory, inspection, architectural or engineering activities. result in a claim. To the extent possible, such notice should include: (a) How, when and where the "occurrence' or offense took place; (b) The names and addresses of any injured persons and witnesses; and (c) The nature and location of any injury or damage arising out of the "occurrence" or offense. (2) If a claim is made or "suit" is brought against the additional insured: (a) Immediately record the specifics of the claim or "suit" and the date received; and (b) Notify us as soon as practicable and see to it that we receive written notice of the claim or "suit" as soon as practicable. (3) Immediately send us copies of all legal pa- pers received in connection with the claim or "suit% cooperate with us in the investigation or settlement of the claim or defense against the "suit', and otherwise comply with all policy conditions. (2) Any "bodily injury' or "property damage', (4) Tender the defense and indemnity of any caused by "your work" and included in the claim or "suit" to any provider of other insur- "products-completed operations hazard" un- anee which would cover such additional fin- less the written contract or agreement specifii- sured for a loss we cover. However, this con- cally requires you to provide such coverage dition does not affect whether the insurance for that additional insured during the policy provided to such additional insured is primary period_ to other insurance available to such additional C. The additional insured must comply with the fol- insured which covers that person or organiza- lowing duties: tion as a named insured as described in Par- (1) Give us written notice as soon as practicable agraph 4., Other Insurance, of Section IV — of an "occurrence" or an offense which may Commercial General Liability Conditions. Page 2 of 2 © 2017 The Travelers Indemnity Company. All rights reserved. CC ©17 04 02 19 57233936 1 19-20 GL/Auto/WC/$10mll iamb/EoUTP i Stapb.) fie Pjtz-r i a/ 4/2020 9:20:00 AM (CDT) i Page 4 of 14 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be exduded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general coverage description only. Read all the provisions of this endorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. Who Is An Insured —Unnamed Subsidiaries C. Incidental Medical Malpractice S. Blanket Additional Insured — Governmental D. Blanket Waiver Of Subrogation Entities — Permits Or Authorizations Relating To E. Contractual Liability —Railroads Operations P. Damage To Premises Rented To You PROVISIONS a. An organization other than a partnership, joint A. WHO IS AN INSURED — UNNAMED venture or limited liability company; or SUBSIDIARIES b. A trust; The following is added to SECTION II — WHO 1S as indicated in its name or the documents that ANINSURED: govern its structure. Any of your subsidiaries, other than a partnership, B. BLANKET ADDITIONAL INSURED — joint venture or limited liability company, that is GOVERNMENTAL ENTITIES -- PERMITS OR not shown as a Named Insured in the AUTHORIZATIONS RELATING TO OPERATIONS Declarations is a Named Insured if: a. You are the sole owner of, or maintain an ownership interest of more than 50% in, such subsidiary on the first day of the policy period; and b. Such subsidiary is not an insured under similar other insurance. No such subsidiary is an insured for "bodily injury' or "property damage" that occurred, or "personal and advertising injury" caused by an offense committed: a. Before you maintained an ownership interest of more than 50% in such subsidiary; or b. After the date, if any, during the policy period that you no longer maintain an ownership interest of more than 50% in such subsidiary. For purposes of Paragraph 1. of Section II — Who Is An Insured, each such subsidiary will be deemed to be designated in the Declarations as: The following is added to SECTION II — WHO IS ANINSURED: Any governmental entity that has issued a permit or authorization with respect to operations performed by you or on your behalf and that you are required by any ordinance, law, building code or written contract or agreement to include as an additional insured on this Coverage Part is an insured, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" arising out of such operations. The insurance provided to such governmental entity does not apply to: a. Any "bodily injury', "property damage" or "personal and advertising injury" arising out of operations performed for the governmental entity; or b. Any "bodily injury' or "property damage" included in the "products -completed operations hazard". CG D316 0219 ©20117 The Travelers Indemnity Company. All rights reserved. Includes copyrighted material of Insurance Services Office, inc., with its permission. Page 1 of 3 57233936 1 19-20 CL/Auto/WC/$10mi1 ❑mb/EQUIP I Stephanie Pitzer 1 $/26/2020 9120;08 AM (CAT) I Page 5 of 14 COMMERCIAL GENERAL LIABILITY C. INCIDENTAL MEDICAL MALPRACTICE 1. The following replaces Paragraph b. of the definition of "occurrence" in the DEFINITIONS Section: b. An act or omission committed in providing or failing to provide "incidental medical services", first aid or "Good Samaritan services" to a person, unless you are in the business or occupation of providing professional health care services_ 2. The following replaces the last paragraph of Paragraph 2.a.(1) of SECTION II — WHO IS AN INSURED: Unless you are in the business or occupation of providing professional health care services, Paragraphs (1)(a), (b), (c) and (d) above do not apply to "bodily injury" arising out of providing or failing to provide: (a) "Incidental medical services" by any of your "employees" who is a nurse, nurse assistant, emergency medical technician or paramedic; or (b) First aid or "Good Samaritan services" by any of your "employees" or "volunteer workers", other than an employed or volunteer dolor. Any such "employees" or "volunteer workers" providing or failing to provide first aid or "Good Samaritan services" during their work hours for you will be deemed to be acting within the scope of their employment by you or performing duties related to the conduct of your business. 3. The following replaces the last sentence of Paragraph S. of SECTION III — LIMITS OF INSURANCE: For the purposes of determining the applicable Each Occurrence Limit, all related acts or omissions committed in providing or failing to provide "incidental medical services", first aid or "Good Samaritan services" to any one person will be deemed to be one "occurrence". 4. The following exclusion is added to Paragraph 2., Exclusions, of SECTION I — COVERAGES — COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY: Sale Of Pharmaceuticals "Bodily injury" or "property damage" arising out of the violation of a penal statute or ordinance relating to the sale of pharmaceuticals committed by, or with the knowledge or consent of, the insured. 5. The following is added to the DEFINITIONS Section: "Incidental medical services" means: a. Medical, surgical, dental, laboratory, x-ray or nursing service or treatment, advice or instruction, or the related furnishing of food or beverages; or b. The furnishing or dispensing of drugs or medical, dental, or surgical supplies or appliances. 6. The following is added to Paragraph 4.b., Excess Insurance, of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: This insurance is excess over any valid and collectible other insurance, whether primary, excess, contingent or on any other basis, that is available to any of your "employees" for "bodily injury" that arises out of providing or failing to provide "incidental medical services" to any person to the extent not subject to Paragraph 2.a.(1) of Section II -- Who Is An Insured. D. BLANKET WAIVER OF SUBROGATION The following is added to Paragraph 6., Transfer Of Rights Of Recovery Against Others To Us, of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: If the insured has agreed in a contract or agreement to waive that insured's right of recovery against any person or organization, we waive our right of recovery against such person or organization, but only for payments we make because of: a. "Bodily injury" or "property damage" that occurs; or b. "Personal and advertising injury" caused by an offense that is committed; subsequent to the execution of the contract or agreement. E. CONTRACTUAL LIABILITY —RAILROADS 1. The following replaces Paragraph C. of the definition of "insured contract" in the DEFINITIONS Section: C. Any easement or license agreement; Page 2 of 3 O 2017 The Travelers Indemnity Company. All rights reserved. CO D3 16 0219 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 57233936 1 19-20 GL/Auto/WC/$10mi1 Umb/EQUIP i Stephanie Pitzer I a/26/2020 9;20:08 AM {COT) I Page 6 of 14 COMMERCIAL GENERAL LIABILITY 2. Paragraph f.(1) of the definition of "insured contract" in the QEFINIilONS Section is deleted. P. DAMAGE TO PREMISES RENTED TO YOU The following replaces the definition of "premises damage" in the DEFINITIONS Section: "Premises damage" means "property damage" to: a. Any premises while rented to you or temporarily occupied by you with permission of the owner; or b. The contents of any premises while such premises is rented to you, if you rent such premises for a period of seven or fewer consecutive days. CG ®3 16 0219 0 2017 The Travelers Indemnity Company_ All rights reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 3 57233936 1 19-20 CL/Auto/WC/$10mil Umb/EQUIP I Stephanie Pitaar 18/26/2020 4:20:08 AM {CDTI I page 7 of 14 Texasm.t.ar WORKERS' COMPENSATION INSURANCE WORKERS'COMPENSATION AND EMPLOYERS LIABILITY POLICY WC420304B Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 110/1/19 at 12:01 a.m. standard time, forms a part of: Policy no. 0001161633 of Texas Mutual Insurance Company effective on 10/1 /19 Issued to: JACKSON CONSTRUCTION LTD NCCI Carrier Code: 29939 This is not a bill Authorized representative 9/30/19 1 of 1 57233936 i 19-20 G1,/Auto/WC/$10mi1 Umb/EQUIP PO Box 12058, Austin, TX 78711-2058 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 1 Stephanie Pitzer 1 8/26/2020 9:20:0$ Aid (CDT) I Page 6 of 24 WC 42 03 04 B COMMERCIAL AUTO POLICY NUMBER: 810-8N321824-19-26-G ISSUE DATE: 10-08-19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EARLIER NOTICE OF CANCELLATIONMONRENEWAL PROVIDE® BY U - TEXAS This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM SCHEDULE CANCELLATION: WHEN WE DO NOT RENEW (Nonrenewal): PROVISIONS: A. For any statutorily permitted reason other than nonpayment of premium, the number of days required for notice of cancellation, as provided in the CONDITIONS Section of this insurance, or as amended by any applicable state cancellation endorsement applicable to this insurance, is in- creased to the number of days shown in the SCHEDULE above. Number of Days Notice: 60 Number of Days Notice: 60 B. For any statutorily permitted reason other than nonpayment of premium, the number of days required for notice of When We Do Not Renew (Nonrenewal), as provided in the CONDITIONS Section of this insurance, or as amended by any applicable state When We Do Not Renew (Non - renewal) endorsement applicable to this insur- ance, is increased to the number of days shown in the SCHEDULE above. CA FO 85 02 15 © 2015 The Travelers Indemnity Company. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc. with its permission. Page 1 of 1 57233936 1 19-20 GL/AIAto/WC/$10mil ❑mb/ROU1+ I Stephanie Qi,tzer 1 8/26/2020 9:20:08 AM (CDT) I Page 9 of 14 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED B. BLANKET ADDITIONAL INSURED C. EMPLOYEE HIRED AUTO D. EMPLOYEES AS INSURED E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS F. HIRED AUTO — LIMITED WORLDWIDE COV- ERAGE — INDEMNITY BASIS G. WAIVER OF DEDUCTIBLE — GLASS PROVISIONS A. BROAD FORM NAMED INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — COVERED AUTOS LIABILITY COVERAGE: Any organization you newly acquire or form dur- ing the policy period over which you maintain 50% or more ownership interest and that is not separately insured for Business Auto Coverage. Coverage under this provision is afforded only un- til the 180th day after you acquire or form the or- ganization or the end of the policy period, which- ever is earlier. B. BLANKET ADDITIONAL INSURED The following is added to Paragraph c. in A.1., Who Is An Insured, of SECTION 11 — COVERED AUTOS LIABILITY COVERAGE: Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and executed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to be named as an addi- tional insured is an "insured" for Covered Autos Liability Coverage, but only for damages to which H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT J. PERSONAL PROPERTY K. AIRBAGS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS M. BLANKET WAIVER OF SUBROGATION N. UNINTENTIONAL ERRORS OR OMISSIONS this insurance applies and only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Section II. C. EMPLOYEE HIRED AUTO 1. The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — COV- ERED AUTOS LIABILITY COVERAGE: An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your busi- ness. 2. The following replaces Paragraph b. in B.S., Other Insurance, of SECTION IV — BUSI- NESS AUTO CONDITIONS: b. For Hired Auto Physical Damage Cover- age, the following are deemed to be cov- ered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented by your "employee" under a contract in an "employee's" name, with your CA T3 53 02 15 © 2015 The Travelers Indemnity Company. All rights reserved. Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. 57233936 1 19-20 CL/Auto/WC/$10mi1 Umb/EQUIP I Stephanie Pltzer 1 8/76/2020 9:20:08 AM (CDT) I Page 10 of 14 COMMERCIAL AUTO permission, while performing duties related to the conduct of your busi- ness. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". D. EMPLOYEES AS INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION II -- COVERED AUTOS LIABILITY COVERAGE: Any "employee" of yours is an "insured" while us- ing a covered "auto" you don't own, hire or borrow in your business or your personal affairs. E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS 1. The following replaces Paragraph A.2.a.(2), of SECTION II — COVERED AUTOS LIABIL- ITY COVERAGE: (2) Up to $3,000 for cost of bail bonds (in- cluding bonds for related traffic law viola- tions) required because of an "accident" we cover. We do not have to furnish these bonds. 2. The following replaces Paragraph A.2.a.(4), of SECTION II — COVERED AUTOS LIABIL- ITY COVERAGE: (a) With respect to any claim made or "suit" brought outside the United States of America, the territories and possessions of the United States of America, Puerto Rico and Canada: (i) You must arrange to defend the "in- sured" against, and investigate or set- tle any such claim or "suit" and keep us advised of all proceedings and ac- tions. (ii) Neither you nor any other involved "insured" will make any settlement without our consent. (iii) We may, at our discretion, participate in defending the "insured" against, or in the settlement of, any claim or "suit". (iv) We will reimburse the "insured" for sums that the "insured" legally must pay as damages because of "bodily injury" or "property damage" to which this insurance applies, that the "in- sured" pays with our consent, but only up to the limit described in Para- graph C., Limits Of insurance, of SECTION II — COVERED AUTOS LIABILITY COVERAGE. (4) All reasonable expenses incurred by the (v) We will reimburse the "insured" for "insured" at our request, including actual the reasonable expenses incurred loss of earnings up to $500 a day be- with our consent for your investiga- cause of time off from work. tion of such claims and your defense of the "insured" against any such F. MIRED AUTO — LIMITED WORLDWIDE COV- "suit", but only up to and included ERAGE — INDEMNITY BASIS within the limit described in Para - The following replaces Subparagraph (5) in Para- graph C., Limits Of Insurance, of graph B.7., Policy Period, Coverage Territory, SECTION II — COVERED AUTOS of SECTION IV — BUSINESS AUTO CONDI- LIABILITY COVERAGE, and not in TIONS: addition to such limit. Our duty to make such payments ends when we (5) Anywhere in the world, except any country or have used up the applicable limit of jurisdiction while any trade sanction, em- insurance in payments for damages, bargo, or similar regulation imposed by the settlements or defense expenses. United States of America applies to and pro- hibits the transaction of business with or (b) This insurance is excess over any valid within such country or jurisdiction, for Cov- and collectible other insurance available ered Autos Liability Coverage for any covered to the "insured" whether primary, excess, "auto" that you lease, hire, rent or borrow contingent or on any other basis. without a driver for a period of 30 days or less (c) This insurance is not a substitute for re - and that is not an "auto" you lease, hire, rent y quired or compulsory insurance in any or borrow from any of your "employees", country outside the United States, its ter - partners (if you are a partnership), members ritories and possessions, Puerto Rico and (if you are a limited liability company) or Canada. members of their households. Page 2 of 4 OO 2015 The Travelers Indemnity Company. All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office, Inc. with its permission. 57233936 1 19-20 GL/Auto/WC/$10mil Umb/EQUIP I Stephanie Pitzer 18/26/MO 9.20:08 AM (CDT) I Page 11 of 14 COMMERCIAL AUTO You agree to maintain all required or compulsory insurance in any such coun- try up to the minimum limits required by local law. Your failure to comply with compulsory insurance requirements will not invalidate the coverage afforded by this policy, but we will only be liable to the same extent we would have been liable had you complied with the compulsory in- surance requirements. (d) It is understood that we are not an admit- ted or authorized insurer outside the United States of America, its territories and possessions, Puerto Rico and Can- ada. We assume no responsibility for the furnishing of certificates of insurance, or for compliance in any way with the laws of other countries relating to insurance. G. WAIVER OF DEDUCTIBLE — GLASS (2) In or on your covered "auto`. This coverage applies only in the event of a total theft of your covered "auto". No deductibles apply to this Personal Property coverage. K. AIRBAGS The following is added to Paragraph B.3., Exclu- sions, of SECTION III — PHYSICAL DAMAGE COVERAGE: Exclusion 3.a. does not apply to "loss" to one or more airbags in a covered "auto' you own that in- flate due to a cause other than a cause of "loss" set forth in Paragraphs A.1.b. and A.1.c., but only: a. If that "auto` is a covered "auto" for Compre- hensive Coverage under this policy; b. The airbags are not covered under any war- ranty; and The following is added to Paragraph D., Deducti- ble, of SECTION III — PHYSICAL DAMAGE COVERAGE: No deductible for a covered "auto' will apply to L. glass damage if the glass is repaired rather than replaced. H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT The following replaces the last sentence of Para- graph AA.b., Loss Of Use Expenses, of SEC- TION III — PHYSICAL DAMAGE COVERAGE: However, the most we will pay for any expenses for loss of use is $65 per day, to a maximum of $750 for any one "accident". I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT The following replaces the first sentence in Para- graph A.4.a., Transportation Expenses, of SECTION III — PHYSICAL DAMAGE COVER- AGE: We will pay up to $50 per day to a maximum of $1,500 for temporary transportation expense in- curred by you because of the total theft of a cov- ered "auto" of the private passenger type. J. PERSONAL PROPERTY The following is added to Paragraph AA., Cover- age Extensions, of SECTION III — PHYSICAL DAMAGE COVERAGE: Personal Property We will pay up to $400 for "loss" to wearing ap- parel and other personal property which is: (1) Owned by an "Insured"; and c. The airbags were not intentionally inflated. We will pay up to a maximum of $1,000 for any one "loss". NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS The following is added to Paragraph A.2.a., of SECTION IV —BUSINESS AUTO CONDITIONS: Your duty to give us or our authorized representa- tive prompt notice of the "accident" or "loss" ap- plies only when the "accident" or "loss" is known to: (a) You (if you are an individual); (b) A partner (if you are a partnership); (c) A member (if you are a limited liability com- pany); (d) An executive officer, director or insurance manager (if you are a corporation or other or- ganization); or (e) Any "employee" authorized by you to give no- tice of the "accident" or "loss". M. BLANKET WAIVER OF SUBROGATION The following replaces Paragraph A.5., Transfer Of Rights Of Recovery Against Others To Us, of SECTION IV -- BUSINESS AUTO CONDI- TIONS: S. Transfer Of Rights Of Recovery Against Others To Us We waive any right of recovery we may have against any person or organization to the ex- tent required of you by a written contract signed and executed prior to any "accident" or 'loss", provided that the "accident" or "loss" arises out of operations contemplated by CA T3 53 02 15 O 2015 The Travelers Indemnity Company. All rights reserved. Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. 57233936 1 19-20 GL/Auto/WC/$10mz1 Umb/EQUIP I Stephanie Pitzer 1 8/26/2020 9:20;08 AM (CgTI I Page 12 Of 14 COMMERCIAL AUTO such contract. The waiver applies only to the The unintentional omission of, or unintentional person or organization designated in such error in, any information given by you shall not contract. prejudice your rights under this insurance. How- N. UNINTENTIONAL ERRORS OR OMISSIONS ever this provision does not affect our right to col - The following is added to Paragraph B.2., Con- lect additional premium or exercise our right of cealment, Misrepresentation, Or Fraud, of cancellation or non -renewal. SECTION IV —BUSINESS AUTO CONDITIONS: Page 4 of 4 © 2015 The Travelers Indemnity Compa ny. All rights reserved . CA T3 53 02 15 Includes copyrighted material of Insurance Services Office, Inc. with its permission. 57233936 119-20 GL/Aut0/WC/$10mi1 umb/EQuip I Stephanie Pitzer 1 0/Z6/2020 9;20:08 AM (CDT) I Page 13 of 14 POLICY NUMBER: 810-8N321824-19-26-G ISSUE DATE: 10-08-19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED ENTITY - NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: ALL COVERAGE PARTS INCLUDED IN THIS POLICY SCHEDULE CANCELLATION: Number of Days Notice of Cancellation: 30 PERSON OR ORGANIZATION: ANY PERSON OR ORGANIZATION TO WHOM YOU HAVE AGREED IN A WRITTEN CONTRACT THAT NOTICE OF CANCELLATION OF THIS POLICY WILL BE GIVEN, BUT ONLY IF: 1. YOU SEND US A WRITTEN REQUEST TO PROVIDE SUCH NOTICE, INCLUDING THE NAME AND ADDRESS OF SUCH PERSON OR ORGANIZATION, AFTER THE FIRST NAMED INSURED RECEIVES NOTICE FROM US OF THE CANCELLATION OF THIS POLICY; AND 2. WE RECEIVE SUCH WRITTEN REQUEST AT LEAST 14 DAYS BEFORE THE BEGINNING OF THE APPLICABLE NUMBER OF DAYS SHOWN IN THIS SCHEDULE. ADDRESS: THE ADDRESS FOR THAT PERSON OR ORGANIZ- ATION INCLUDED IN SUCH WRITTEN REQUEST FROM YOU TO US. PROVISIONS: If we cancel this policy for any statutorily permitted above. We will mail such notice to the address shown reason other than nonpayment of premium, and a in the schedule above at least the number of days number of days is shown for cancellation in the shown for cancellation in the schedule above before schedule above, we will mail notice of cancellation to the effective date of cancellation. the person or organization shown in the schedule IL T4 05 03 11 O 2011 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 57233936 1 19-20 GL/Auto/WC/$10mil Umb/EQUIP I Stephanie Pitaer 1 8/26/2020 9:20:05 AM (CDT) I Page 14 of 14 006125-1 CERTIFICATE OF INSURANCE Page 1 of I 1 SECTION 00 6125 2 CERTIFICATE OF INSURANCE 3 4 5 6 [Assembler: Eor Contract Document execution, remove this page and replace with standard 7 ACORD Certificate oflnsuranceform.] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION CITY OF FORT WORTII Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July I.2011 City Project No. 102170 i STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT t TABLE OF CONTENTS Page .Article 1 — Definitions and Terminology.................................................... ......................................................1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article2 — Preliminary Matters..................................................................................................---•.... ............... 7 2.01 Copies of Documents..........................................................................................................•..--•-...7 2.02 Commencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the Work.......................................................................................................................... 8 2.04 Before Starting Construction........................................................................................................ 8 2.05 Preconstruction Conference.......................................................................................................... 8 2.06 Public Meeting.............................................................................................................................. 8 2.07 Initial Acceptance of Schedules.................................................................................................... 8 a Article 3 --- Contract Documents: Intent, Amending, Reuse............................................................................ 8 3.01 Intent .............................. .... 8 3.02 Reference Standards........................................................................ ........9 ...................................... f 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 ...................... Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article5 Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers................................................................................................... 16 I 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 ................................. Article 6 — Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 CITY OF FORM' WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maieh9,2020 6.02 Labor; Working Hours ............................. .................................................................................... 20 6.03 Services, Materials, and Equipment........................................................................................... 20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and "Or -Equals" .............................. ....................................................................... .. 21 6.06 Concerning Subcontractors, Suppliers, and Others.................................................................... 24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations................................................................................................................. 27 6.11 Taxes .................. .........................................................................................................................28 6.12 Use of Site and Other Areas....................................................................................................... 28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection.................................................................................................................. 29 6.15 Safety Representative.................................................................................................................. 30 6.16 Hazard Communication Programs............................................................................................. 30 6.17 Emergencies and/or Rectification............................................................................................... 30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification........................................................................................... .................... 33 6.22 Delegation of Professional Design Services..............................................................................34 6.23 Right to Audit.......................•......................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 Article7 - Other Work at the Site................................................................................................................... 35 7.01 Related Work at Site.................................................................. ..... 35 7.02 Coordination................................................................................................................................36 Article 8 - City's Responsibilities................................................................................................................... 36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................ ......................... .......36 8.03 Pay When Due............................................................................................................................ 36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals.............................................................................................. 36 8.07 Limitations on City's Responsibilities....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program...............................................................................................37 Article 9 - City's Observation Status During Construction........................................................................... 37 9.01 City's Project Manager............................................................................................................37 9.02 Visits to Site................................................................................................................................ 37 9.03 Authorized Variations in Work.................................................................................................. 38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed.......................................................................................... 38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work .....................39 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Ma ii9,2020 Article 10 - Changes in the Work; Claims; Extra Work................................................................................ 38 10.01 Authorized Changes in the Work......................................................................................."I....1. 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 11 - 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 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 ............................. 14.01 Schedule of Values.............................................................. 14.02 Progress Payments............................................................... 14.03 Contractor's Warranty of Title ............................................ 14.04 Partial Utilization................................................................. 14.05 Final Inspection.................................................................... 14.06 Final Acceptance.................................................................. 14.07 Final Payment....................................................................... I4.08 Final Completion Delayed and Partial Retainage Release. 14.09 Waiver of Claims................................................................. ....................................................... 52 ....................................................... 52 ....................................................... 52 ....................................................... 54 ....................................................... 55 ....................................................... 55 ....................................................... 55 ....................................................... 56 ...................................................... 56 ...................................................... 57 Article 15 -- Suspension of Work and Termination ................................... 15.01 City May Suspend Work ........................................................ 15.02 City May Terminate for Cause .............................................. 15.03 City May Terminate For Convenience .................................. Article 16 Dispute Resolution................................................................. 16.01 Methods and Procedures........................................................ CITY OF FORT WORTI-I STANDARD CONSTRUCTION SPECIFICATION DOCUMF,NTS Revision: Mauch 9, 2020 ....... 57 ..................................................... 57 ..................................................... 58 ..................................................... 60 ..................................................... 61 ..................................................... 61 Article 17 — Miscellaneous ....................................... 17.01 Giving Notice ....................................... 17.02 Computation of Times ......................... 17.03 Cumulative Remedies .......................... 17.04 Survival of Obligations ........................ 17.05 Headings ............................................... CITY OF I�ORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvision: Maich 9, 2020 62 ................................................................................... 62 ................................................................................... 62 ................................................................................... 62 ................................................................................... 63 ................................................................................... 63 007200- 1 GENERAL CONDITIONS Pagc I or63 ARTICLE I — DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. 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. b. Bid—Tbe 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. 9. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Dory — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Calendar Day —A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maich9,2020 00 72 00 - 1 CFNERAL. CONDITIONS Page 2 of 63 12. 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. 13. 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. 14. City Attorney The officially appointed City Attorney of the City of Fort Worth, Texas, or his duty authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 16. City Manager The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. 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, 18. 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. 19. 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. 20. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 21. 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. 22. Contractor The individual or entity with whom City has entered into the Agreement. 23. Cost of the Work See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 9, 2020 007200-1 GENERAL CONDITIONS Page 3 of 63 24. 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. 25. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 26. 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. 27. 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. 28. 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. 29. 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. 30. 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. 31. 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. 32. 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. 33. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. 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. 35. 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. 36. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FOR71' WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Much 9, 2020 0012 00 - 1 GENERAL CONDITIONS Page 4 of 63 37. 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. 3 S. General Requirements —Sections of Division I of the Contract Documents. 39. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Iazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40. 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. 41. 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. 42. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. 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. 44. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice oj' 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. 46. Notice to Proceed A written notice given by City to Contractor fixing the date on which the Contract Time will continence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs —Polychlorinated biphenyls. 48. 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. 49. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARDCONSTRUCT[ON SPECIFICATION DOCUME.NTs Revision: Match 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 5 of 63 50. 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. 51. Project —The Work to be performed under the Contract Documents. 52. Project Manager —The authorized representative of the City who will be assigned to the Site. 53. 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. 54. 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. 55. Regular Working Hours -- Hours beginning at 7:00 a.m, and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 56. 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. 57. 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. 58. 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. 59. 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. 60. Specificalions—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 61. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maich9,2020 00 72 00 - l GENERAL CONDITIONS Page 6 of 63 62. 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. 63. Successftd Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 64. 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. 65. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 66. 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. 67. 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. 68 Unit Price Work See Paragraph 11.03 of these General Conditions for definition. 69. 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. 70. Work The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 71. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in. the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of'Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: ivranrh9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c, has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be famished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. CrI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maiuh9,2020 007200-I GENERAL CONDITIONS Pagc 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconst uction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maivh9,2020 00 72 00 -1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: Contractor's Review of Contracl Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of'Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mfudi%2020 00 72 00 - 1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies. - Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract. Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereon) 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 FORTWORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvi sion: Mauch 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page I I of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's on-line electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability 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 performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTS 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mmth 9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated insuch drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTI l STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Miuch%2020 007200-L GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments ' Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: t 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 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Much9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4,05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Conditional 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 WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMFNTS Revision: N4u :h 9, 2020 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 corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (1) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the 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 a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Contractor to 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Much 9, 2020 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is 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 (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Much 9, 2020 00 72 00 -1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf ofthe insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither 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: Much 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORTWORTH STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS Revision: Mmoh 9, 2020 0072OD-1 GENERAL CONDITIONS Page 19 of63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: M=h 9, 2020 00 72 00 - i GENERAL CONDITIONS Page 20 o f G3 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic 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 STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 007200-1 GENERAL CONDITIONS Page21 of63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shaIl 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. 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. "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; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mach 9, 2020 00 72 00 - 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. 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 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 1 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, 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.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemniA and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneysfees) arising out of the use of suhstituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision; Match 9, 2020 00 72 00 - 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 requ est 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 termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvision: Mairh9,2020 00 72 00 - I GENERAL CONDITIONS Page 25 of 63 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. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Goverinnent Code, by a Contractor or Subcontractor, the City shall make an initial detennination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maich9,2020 00 72 00 - 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 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 1 Ith day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by 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: Mauch 9, 2020 00 72 00 - I 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 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: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 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: Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 7871 t; or 2. htt ://www.window.state.tx.us/taxinfo/t-axfoiTns/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 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: Mwcl19,2020 00 72 00 - I GENERAL CONDITIONS Pagc 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. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 007200-1 GENERAL CONDITIONS Page 30 of63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. alI persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site, 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. fn 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 WORTI T STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Much9,2020 007200-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive I steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements, 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Much 9, 2020 00 72 00 - I GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and. acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: M�m;h 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Pagc 33 of63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: I . 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.B. 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 DOCUMFNTS Revision: Math 9, 2020 007200-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.1 S.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCT.JMF.NTS Revision: March 9, 2020 00 72 00 - t GENERAL CONDITIONS Page 35 of 63 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 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - l GENERAL CONDITIONS Page 36 of 63 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: I. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When 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 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 STANDA RD CONSTRUCTION SPECIFICATION DOCUMFNTS Revision: Maich 9, 2020 007200-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Sajety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 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 identified in the Supplementary Conditions. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maieh 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptahility 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' woR7I-H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvisiow Match 9, 2020 00 72 00 - l GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 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 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 WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mauch 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 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. 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 WORTI i STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: Much 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page41 of63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included.- The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 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: 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. RentaIs of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 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 fiom subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following; a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash iterns in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 9, 2020 00 72 o0 - I 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 11.01.A.1 or specifically covered by Paragraph 11.01.AA, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be 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 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mmch9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. 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 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 Quanlities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 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. CFI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision; Mw6 9, 2020 007200-1 GENERAL CONDITIONS Page 45 of G3 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations Showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, ar to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 45 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of'Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.0I .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 2, if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11,01.A.4 and I I.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: Muth 9, 2020 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 11.0l.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 of25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0l.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 Iost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mmrh 9, 2020 007200-1 GENERAL CONDITIONS Page 49 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by 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. CITY OF FOIC7' WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mauch 9, 2MO 00 72 00 - 1 GENERAL CONDITIONS Page 49 of 63 Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, famishing all necessary labor, material, and equipment. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mwdi9,2020 00 72 00 - 1 GENERAL CONDITIONS Page SD of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom, B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair- or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 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. 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 WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maids 9, 2020 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. 14.02 Progress Payments A. Applications for Payments: 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. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all. Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to CIty. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mmtli9, 2020 00 72 00 -1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mamh9,2020 007200-I 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 uncompletedafter the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Much 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, r determines constitutes a separately functioning and usable part of the Work that can be used ` by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice fiom Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional. Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Man 1z 9, 2020 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. 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 Relainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF, FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maidh 9, 2020 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY of FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maich9,2020 00 72 00 - I GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMSNCs Revision: Match 9, 2020 007200-1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the. Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mawh 9, 2020 00 72 00 -1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and b. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMFNTS Revision: Much 9, 2Y20 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 are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2, expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. if the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.13 shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANI DARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mauch 9, 2020 007200-1 GENERAL CONDITIONS Page 62 of 63 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 parry of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 —MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. if the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF PORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMF'NTS Revision: Mach 9, 2020 007200-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Much 9, 2020 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 00 73 00 SUPPLEMENTARY CONDITIONS Page I of4 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SG-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of May 21, 2020 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER Inspiring Gardens, LLC TARGET DATE OF POSSESSION December 1, 2020 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations, CITY OF FORT WORTH Water and Sanitary Sewer Replaccment STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised March 9, 2020 City Project No, 102170 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of4 SC-4.01A.2, "Availability of Lands" Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of None. EXPECTED UTILITY AND LOCATION OWNER NONE TARGET DATE OF ADJUSTMENT The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: A Laboratory `Pest Results Report, dated 8/5/19, prepared by TPW — Material & Geotechnical Services, providing additional information on pavement corings. The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: NONE SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: NONE SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: RLG Consulting Engineers (3) Other: V&A Consulting Engineers SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Conlracl2019, WSM-C Revised March 9, 2020 City Project No. 102170 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 4 SC-5.04B., "Contractor's Insurance" 5.04B. Commercial General .Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / I $500,000 Bodily Injury per accident / $100,000 Property Damage SC-6.04., "Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: Heavy and Highway Construction Projects 2013 A copy of the table is also available by accessing the City's website at: https://apps.fortworthtexas.gov/Pro_jectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 General Conditions ,SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 1. NPDES Stormwater Pollution Prevention Plan (SWPPP) CITY OF FORT WORTH Watcr and Sanitary Sewer Replacernuit STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contiact2019, WSM-C Revised March 9, 2020 City Project No. 102170 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 4 SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: NONE SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of: NONE Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the perfonnance of other work at the Site: Vendor Scope of Work Coordination Authority DONE SC-8.01, "Communications to Contractor" NONE SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Mr. Leon Wilson, Jr. RE, or his/her successor pursuant to written notification from the Director of Water Department. SC-13.03C., "Tests and Inspections" NONE SC-16.01C.1, "Methods and Procedures" NONE END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/2212016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. 3/9/2020 D.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's website. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 I SECTION 01 11 00 SUMMARY OF WORK PARTI- GENERAL 1.1 SUMMARY 011100-1 SUMMARY OF WORK Page I of3 A. Section Includes: 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 -General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents I. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 01 11 00-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public orprivate lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, wbosc land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF PORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised December 20, 2012 City Project No. 102170 011100-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] k 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] i 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised December 20, 2012 City Project No. 102170 SECTION 01 25 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 012500-1 SUBSTITUTION PROCEDURES Pagel of4 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTI I Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 01 25 00 - 2 SUBSTITUTION PROCFDURFS Page 2 of4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance ofproposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposedpro duct 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Water and Sanitary Sewer Rcplaccincnt STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 I 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. 5. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp ofapproval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS ]NOTUSED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In malting request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, malting such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPtC1PICATIONDOCUMENTS Revised July 1, 2011 Walcr and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: IT3 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality arc equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recolnlnended as noted Address Date Telephone For Use by City: Approved City Not recommended Received late By Date Remarks Rejected Date CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 i SECTION 01 31 19 PRE CONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY 01 31 19-1 PRECONSTRUCTION MEETING Page 1 of 3 A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Norms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment } 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity cachrepresents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting- 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 0131 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate Construction Schedule a. Prepare baseline construction schedule in accordance with Section 01 32 16 and provide at Prec onstructi on Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, casements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing cc. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Ravised August 17,2012 City Project No. 102170 01 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] f 1.12 WARRANTY [NOT USED] 0 I a PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS Revised August 17, 2012 Water and Sanitary Sewcr Replacement ContMct 2019, WSM-C City Project No. 102170 SECTION 01 31 20 PROJECT MEETINGS PARTI- GENERAL 1.1 SUMMARY 01 31 20 - 1 PROJECT MEETINGS Page 1 of3 A. Section Includes: 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination I. Schedule, attend and administer as specified, periodic progress meetings, and specially called ieetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity eachrepresents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held whenrequested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting I. After the execution of the Agreement, but before construction is allowed to begin, attend I Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 01 31 20-2 PROIECr MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings I. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limitedto: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance fond to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives c. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions in. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project m Review Record Documents o. Review monthly pay request CITY OF FORT WORTI-1 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS contract 2019, WSM-C Revised .Tiny 1, 2011 City Project No. 102170 w 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as detennined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATIONDOCUMENrS Revised July 1, 2011 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 0132 16- 1 CONSTRUCTION PROGRESS SCHEDULE Page I of 5 SECTION 01 32 16 CONSTRUCTION PROGRESS SCHEDULE PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Progress Schedule 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance Document B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limitedto: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Definitions 1. Schedule Tiers a. Tier I - No schedule submittal required by contract. Small, brief duration projects b. Tier 2 - No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects c. Tier 3 -- Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond program projects d. Tier 4 - Schedule submittal required by contract as described in the Specification and herein. Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity c. Tier S - Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule -Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from theschedule. 3. Progress Schedule - Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised lily 1, 2011 City Project No, 102170 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 4. Schedule Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc. B. Reference Standards 1. City of Fort Worth Schedule Guidance Document 1.4 ADMINISTRATIVE REQUIREMENTS A. Baseline Schedule General a. Prepare a cost -loaded baseline Schedule using approved software and the Critical Path Method (CPM) as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost -loaded baseline Schedule with the City to demonstrate understanding of the work to be performed and known issues and constraints related to the schedule. c. Designate an authorized representative (Project Scheduler) responsible for developing and updating the schedule and preparing reports. B. Progress Schedule 1. Update the progress Schedule monthly as required in the City of Fort Worth Schedule Guidance Document. 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 3. Change Orders a. Incorporate approved change orders, resulting in a change of contract time, in the baseline Schedule in accordance with City of Fort Worth Schedule Guidance Document. C. Responsibility for Schedule Compliance 1. Whenever it becomes apparent from the current progress Schedule and CPM Status Report that delays to the critical path have resulted and the Contract completion date will not be met, or when so directed by the City, make some or all of the following actions at no additional cost to the City a. Submit a Recovery Plan to the City for approval revised baseline Schedule outlining: 1) A written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates 3) Increase the nulnbcr of working hours per shift, shifts per day, working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work 4) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities, and comply with the revised schedule 2. If no written statement of the steps intended to take is submitted when so requested by the City, the City may direct the Contractor to increase the level of effort in manpower (trades), equipment and work schedule (overtime, weekend and holiday work, etc.) to be employed by the Contractor in order to remove or arrest the delay to the critical path in the approved schedule. a. No additional cost for such work will be considered. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 01 32 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified inthis Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to determine whether the requested extension of time is entitled under the provisions of this Contract. a) The City will, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor, in writing thereof. 2) If the City finds that the requested extension of time is entitled, the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline schedule and on all data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseline schedule, do not affect any Contract completion date shown by the critical path id the network will not be the basis for a change therein. 1. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time cxtcnsion is requested but before the date of final payment under this Contract. a. No time extension will be granted for requests which are not submitted within the foregoing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the City or its representatives, and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions, the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 2. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or benefit of eitherthe Contractor or the City. b. Proceed with work according to early start dates, and the City shall have the right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRICTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 01 32 16 -4 CONSTRUCTION PROGRESS SCHEDULE Page 4 or5 c. Acknowledge and agree that actual delays, affecting paths of activities containing float time, will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. E. Coordinating ,Schedule with Other Contract Schedules 1. Where work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other contracts, the Baseline Schedule shall be coordinated with the schedules of the other contracts. a. Obtain the schedules of the other appropriate contracts from the City for the preparation and updating of Baseline schedule and make the required changes in his schedule when indicated by changes in corresponding schedules. 2. In case of interference between the operations of different contractors, the City will determine the work priority of each contractor and the sequence of work necessary to expedite the completion of the entire Project. a. In such cases, the decision of the City shall be accepted as final. b. The temporary delay of any work due to such circumstances shall not be considered as justification for claims for additional compensation. 1.5 SUBMITTALS A. Baseline Schedule 1. Submit Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. a. Native file format includes: 1) Primavera (P6 or Primavera Contractor) 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and bring in hard copy to the meeting for review and discussion. B. Progress Schedule 1. Submit progress Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit progress Schedule monthly no later than the last day of the month. C. Schedule Narrative 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit schedule narrative monthly no later than the last day of the month. D. Submittal Process 1. The City administers and manages schedules through Buzzsaw. 2. Contractor shall submit documents as required in the City of Fort Worth Schedule Guidance Document. 3. Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules are required. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised.luly 1,2011 City ProjeetNo, 102170 I 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality of all submittals in this section meetingthe standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE, AND HANDLING [NOTUSED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME I SUMMARY Or CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Water and Sanitary Sewcr Replacement Contract 2019, WSM-C City Project No. 102170 01 32 33 - I PRECONSTRUCTION VIDEO + Page] of 2 i SECTION 0132 33 i PRECONSTRUCTION VIDEO PART 1- GENERAL i 1.1 SUMMARY fi A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limitedto: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements ] 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payinent will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS fNOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USE, 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 01 3233 - 2 PRECONSTRUCTION VIDEO Page 2 of2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Rcplaccrncnt STANDARD CONSTRUCTION SPECIF1CATIONDOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 SECTION 0133 00 SUBMITTALS PART1- GENERAL 1.1 SUMMARY 01 33 00 - 1 SUBMITTALS Page 1 of 8 A. Section Includes: 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) e. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Fonns and Conditions of the Contract 2. Division 1 -- General Requirements 1.2 PRICE AND PAYMENT PROCEDURES �. A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing tunes including, but not limited to: a) Disapproval and resubmittai (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Water and Sanitary Sewer Replacerncnt STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised December 20,2012 City Project No. 102170 01 33 00 - 2 SUBMITTALS Page 2 of$ d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A-2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) "By this submittal, I hereby represent that 1 have determined and verificd field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 % inches x ll inches to 8 % inches x 1 finches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised December 20, 2012 City Project No. 102170 01 33 00 - 3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions onresubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data I . For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Proj ect. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS Revised December 20, 2012 Water and Sanitary Scwer Replacement Contract 2019, WSM-C City Project No. 102170 013300-4 SUBMITTALS Page 4 of S 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limitedto: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect S) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of suchitem. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than I hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised December 20, 2012 City Project No. 102170 01 3300-5 SUBMITTALS Page 5of8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTII Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUM ENTS Contract 2019, WSM-C Revised December 20, 2012 City Project No. 102170 01 33 00 - 6 SUBMITTALS Page 6 of8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code d 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Waicr and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMHNTS Contract 2019, WSM-C Revised Decernber 20, 2012 City Project No. 102170 01 3300-7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days i following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) s I. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City wi11 log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change I Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USE 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOTUSED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised Deocmber 20, 2012 City Project No. 102170 01 33 00 - S SUBMITTALS Pagc 8 of8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTII Watur and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFIC ATIONDOCUMENTS Contract 2019, WSM-C Revised December 20, 2012 City Project No. 102170 I r 2 013513-1 SPECIAL PROJECT PROCEDURES Page l of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 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 17 k. Employee Parking 18 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 3. Section 33 12 25 — Connection to Existing Water Mains 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Coordination within Railroad permit areas 28 a. Measurement 29 1) Measurement for this Item will be by lump sum. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 will be paid for at the lump su rt price bid for Railroad Coordination. 33 c. The price bid shall include: 34 1) Mobilization 35 2) Inspection 36 3) Safety training 37 4) Additional Insurance 38 5) Insurance Certificates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Revised December 20, 2012 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 01 35 13-2 SPECIAL PROJECT PROCEDURES Page 2 of 1 6) Other requirements associated with general coordination with Railroad, 2 including additional employees required to protect the right-of-way and 3 property of the Railroad from damage arising out of and/or from the 4 construction of the Project. 5 2. Railroad Flagmen 6 a. Measurement 7 1) Measurement for this Item will be per working day. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 will be paid for each working day that Railroad Flagmen are present at the 11 Site. 12 c. The price bid shall include: 13 1) Coordination for scheduling flagmen 14 2) Flagmen 15 3) Other requirements associated with Railroad 16 3. All other items 17 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification, unless a date is specifically cited. 24 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 25 High Voltage Overhead Lines. 26 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 27 Specification 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Coordination with the Texas Department of Transportation 30 1. When work in the right-of-way which is under the jurisdiction of the Texas 31 Department of Transportation (TxDOT): 32 a. Notify the Texas Department of Transportation prior to commencing any work 33 therein in accordance with the provisions of the permit 34 b. All work performed in the TxDOT right-of-way shall be performed in 35 compliance with and subject to approval from the Texas Department of 36 Transportation 37 B. Work near High Voltage Lines 38 1. Regulatory Requirements 39 a. All Work near High Voltage Lines (more than 600 volts measured between 40 conductors or between a conductor and the ground) shall be in accordance with 41 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 42 2. Warning sign 43 a. Provide sign of sufficient size meeting all OSHA requirements. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised December 20, 2012 City Project No. 102170 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of S 1 3. Equipment operating within 10 feet of high voltage lines will require the following 2 safety features 3 a. Insulating cage -type of guard about the boom or arm 4 b. Insulator links on the lift hook connections for back hoes or dippers 5 c. Equipment must meet the safety requirements as set forth by OSHA and the 6 safety requirements of the owner of the high voltage lines 7 4. Work within 6 feet of high voltage electric lines 8 a. Notification shall be given to: 9 1) The power company (example: ONCOR) 10 a) Maintain an accurate log of all such calls to power company and record 11 action taken in each case. 12 b. Coordination with power company 13 1) After notification coordinate with the power company to: I4 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 15 lower the lines 16 c. No personnel may work within 6 feet of a high voltage line before the above 17 requirements have been met. 18 C. Confined Space Entry Program 19 1. Provide and follow approved Confined Space Entry Program in accordance with 20 OSHA requirements. 21 2, Confined Spaces include: 22 a. Manholes 23 b. All other confined spaces in accordance with OSHA's Permit Required for 24 Confined Spaces 25 D. Air Pollution Watch Days 26 1. General 27 a. Observe the following guidelines relating to working on City construction sites 28 on days designated as "AIR POLLUTION WATCH DAYS". 29 b. Typical Ozone Season 30 1) May I through October 31, 31 c. Critical Emission Time 32 1) 6:00 a.m. to 10:00 a.m. 33 2. Watch Days 34 a. The Texas Commission on Environmental Quality (TCEQ), in. coordination 35 with the National Weather Service, will issue the Air Pollution Watch by 3.00 36 pan. on the afternoon prior to the WATCH day. 37 b. Requirements 38 1) Begin work, after 10:00 a.m. whenever construction phasing requires the 39 use of motorized equipment for periods in excess of 1 hour. 40 2) However, the Contractor may begin work prior to 10:00 a.m. if: 41 a) Use of motorized equipment is less than I hour, or 42 b) If equipment is new and certified by EPA as "Low Emitting", or 43 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 44 alternative fuels such as CNG. 45 E. TCEQ Air Permit 46 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised December 20, 2012 City Project No. 102170 01 35 13 -4 SPECIAL PRomc"r PROCEDURES Page 4 of 8 1 F. Use of Explosives, Drop Weight, Etc. 2 1. When Contract Documents permit on the project the following will apply: 3 a. Public Notification 4 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 5 prior to commencing. 6 2) Minimum 24 hour public notification in accordance with Section 01 31 13 7 G. Water Department Coordination 8 1. During the construction of this project, it will be necessary to deactivate, for a 9 period of time, existing lines. The Contractor shall be required to coordinate with 10 the Water Department to determine the best times for deactivating and activating 11 those lines. 12 2. Coordinate any event that will require connecting to or the operation of an existing 13 City water line system with the City's representative. 14 a. Coordination shall be in accordance with Section 33 12 25. 15 b. If needed, obtain a hydrant water meter from the Water Department for use 16 during the life of named project. 17 c. In the event that a water valve on an existing live system be turned off and on 18 to accommodate the construction of the project is required, coordinate this 19 activity through the appropriate City representative. 20 1) Do not operate water line valves of existing water system. 21 a) Failure to comply will render the Contractor in violation of Texas Penal 22 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 23 will be prosecuted to the full extent of the law. 24 b) In addition, the Contractor will assume all liabilities and 25 responsibilities as a result of these actions. 26 H. Public Notification Prior to Beginning Construction 27 1. Prior to beginning construction on any block in the project, on a block by block 28 basis, prepare and deliver a notice or flyer of the pending construction to the front 29 door of each residence or business that will be impacted by construction. The notice 30 shall be prepared as follows: 31 a. Post notice or flyer 7 days prior to beginning any construction activity on each 32 block in the project area. 33 1) Prepare flyer on the Contractor's letterhead and include the following 34 information: 35 a) Name of Project 36 b) City Project No (CPN) 37 c) Scope of Project (i.e. type of construction activity) 38 d) Actual construction duration within the block 39 e) Name of the contractor's foreman and phone number 40 f) Name of the City's inspector and phone number 41 g) City's after-hours phone number 42 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 43 A. 44 3) Submit schedule showing the construction start and finish time for each 45 block of the project to the inspector. 46 4) Deliver flyer to the City Inspector for review prior to distribution. CITY OF PORT WORTH Watcr and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised December 20, 2012 City Project No. 102170 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of S 1 b. No construction will be allowed to begin on any block until the flyer is 2 delivered to all residents of the block. 3 1. Public Notification of Temporary Water Service Interruption during Construction 4 1. In the event it becomes necessary to temporarily shut down water service to 5 residents or businesses during construction, prepare and deliver a notice or flyer of 6 the pending interruption to the front door of each affected resident. 7 2. Prepared notice as follows: 8 a. The notification or flyer shall be posted 24 hours prior to the temporary 9 interruption. 10 b. Prepare flyer on the contractor's letterhead and include the following 11 information: 12 1) Name of the project 13 2) City Project Number 14 3) Date of the interruption of service 15 4) Period the interruption will take place 16 5) Name of the contractor's foreman and phone number 17 6) Name of the City's inspector and phone number 18 c. A sample of the temporary water service interruption notification is attached as 19 Exhibit B. 20 d. Deliver a copy of the temporary interruption notification to the City inspector 21 for review prior to being distributed. 22 e. No interruption of water service can occur until the flyer has been delivered to 23 all affected residents and businesses. 24 f. Electronic versions of the sample flyers can be obtained from the Project 25 Construction Inspector. 26 J. Coordination with United States Army Corps of Engineers (USACE) 27 1. At locations in the Project where construction activities occur in areas where 28 USACE permits are required, meet all requirements set forth in each designated 29 permit. 30 K. Coordination within Railroad Pen -nit Areas 31 1. At locations in the project where construction activities occur in areas where 32 railroad permits are required, meet all requirements set forth in each designated 33 railroad permit. This includes, but is not limited to, provisions for: 34 a. Flagmen 35 b. Inspectors 36 c. Safety training 37 d. Additional insurance 38 e. Insurance certificates 39 f. Other employees required to protect the right-of-way and property of the 40 Railroad Company from damage arising out of and/or from the construction of 41 the project. Proper utility clearance procedures shall be used in accordance 42 with the permit guidelines. 43 2. Obtain any supplemental information needed to comply with the railroad's 44 requirements. 45 3. Railroad Flagmen CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised December 20, 2012 City Project No. 102170 01 35 13 -6 SPECIAL PROJECT PROCEDURES Page 6 of S 1 a. Submit receipts to City for verification of working days that railroad flagmen 2 were present on Site. 3 L. Dust Control 4 1. Use acceptable measures to control dust at the Site. 5 a. If water is used to control dust, capture and properly dispose of waste water. 6 b. If wet saw cutting is performed, capture and properly dispose of slurry. 7 M. Employee Parking 8 1. Provide parking for employees at locations approved by the City. 9 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS [NOT USED] 19 PART 3 - EXECUTION [NOT USED] 20 21 22 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson I A.B — Added requirement of compliance with health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. I A.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH Water and Sanitary Scwcr Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised December 20, 2012 City Project No. 102170 1 s 2 3 4 i 5 6 Date: 7 r 8 CPN No.: ` 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 01 35 13 - 7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. [CONTRACTOR'S SUPERINTENDENT> AT [TELEPHONE NO.> 29 30 OR 31 32 Mr. CCITY INSPECTOR> AT C TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised December 20, 2012 City Project No. 102170 01 35 13 - R SPECIAL PROJECT PROCEDURES Pagc S of8 I EXHIBIT B W 3 4 FORT WORTH DOE NO. )MXX Project Pl NOTICE OF TEMPORARY WATER SERVICE DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGIIBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE IIOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH Watcr and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised December 20, 2012 City Project No. 102170 01 4523 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 01 4523 TESTING AND INSPECTION SERVICES Pagc 2 o I' 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B, Inspection Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] L8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magana Removed reference to Suzzsaw and noted that electronic submittals be uploaded through the City's document management system. Water and Sanitary Sewer Replacement CITY OF FORT WORTH Contract 2019, WSM-C STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS Ciry Project No. 102170 Revised March 9, 2020 015000-1 TEMPORARY FACILITIES AND CONTROLS Pagel of4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to.- 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies orauthorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Water and Sanitary Sewcr Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contact 2019, WSM-C Revised July 1, 2011 City Project No. 102170 01 50 00 -2 TEMPORARY FACILITIES AND CONTROLS Page 2 ofil d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Neat and Ventilation a. Provide temporary beat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1 _ Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b_ No discharge will be allowed from these facilities. e. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste offlsite at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTTI Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 5 015000-3 } TEMPORARY FACILITIES AND CONTROLS Page 3 of4 1. Contractor is responsible for maintaining dust control through the duration ofthe project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction. 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] r 1.9 QUALITY ASSURANCE [NOT USED] 110 DELIVERY, STORAGE, AND HANDLING ]NOTUSED] 1.11 FIELD [SITE] CONDITIONS [NOTUSED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] t PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities asneeded. 3.5 [REPAIR] 1 [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUME NTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 01 50 00 - 4 TEMPORARY FAC1L1TiES AND CONTROLS Page 4 of4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Waler and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2014, WSM-C Revised July 1, 2011 City Project No. 102170 01 55 26 - 1 STRFFT USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PARTI- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 3. Section 34 71 13 Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation. and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMFNTS Revised July 1, 2011 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is notdelayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOTUSED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOTUSED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORTWORTH Water and Sanitary Sewed Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 I 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 GB Revision Log BATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Water and Sanitary Scwer Replacement Contract 2019, WSM-C City Project No. 102170 01 5713-1 STORM WATER POLLUTION PREVENTION Page] of 3 SECTION 01 57 13 a STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limitedto: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 3. Section 31 25 00 Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than I acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. j 1.3 REFERENCES A. Abbreviations and Acronyms J 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Water and Sanitaiy Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 01 57 13 -2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than l acre of disturbance a- Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR 150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP c) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI fonn and submit to TCEQ along with required fee a) Sign and post at jab site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if malting changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Walerand Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00, 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION IRevision Log I DATE I NAME I SUMMARY OF CHANGE CITY OF FORT WORTI I Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATIONDOCUMI?NTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY 015913-I TEMPORARY PROJECT SIGNAGE Page 1 of 3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 --- General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] s 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOTUSED] 1.7 CLOSEOUT SUBMITTALS [NOT USE, 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOTUSED] 1.11 FIELD [SITE] CONDITIONS [NOTUSED] f 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOTUSED] s 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTII Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Conti -act 2019, WSM-C Devised July 1, 2011 City Project No, 102170 01 58 13 -2 TEMPORARY PROJECTSIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 1/4-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL ]NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP ]NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES ]NOT USED] 3.12 PROTECTION [NOT USED] 313 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATTONDOC ME.NTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised .luly 1, 2011 City Project No. 102170 I SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY 01 6000 PRODUCT REQUIREMENTS Page 1 of 2 A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None, C. Related. Specification Sections include, but are not necessarily limited to: 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's websitc at: https:Happs.fortworthtexas.gov/ProjectResources/ and following the directory path; C� 02 - Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. f 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List, II D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that C manufacturer's standard product. J E. See Section 01 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTII Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 01 6000 PRODUCT REQUIREMENTS Page 2 oC 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USE, END OF SECTION Revision Log DAIT NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised March 9, 2020 City Project No. 102170 1)1 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS ' Page I of 4 i SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. 1 No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] i 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] t 1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] i 1.9 QUALITY ASSURANCE [NOT USED) 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2014, WSM-C Revised July 1, 2011 City Project No. 102170 016600-2 PRODUCT STORAGE AND HANDLING REQUMEMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3.. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. S. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTII Water and Sanitary SewcrRepiacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 C r 01 6600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS ] Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [ 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR I RESTORATION [NOT USED] p 3.6 RE -INSTALLATION [NOT USED] l 3.7 FIELD [on] SITE QUALITY CONTROL t A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES (NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacemcnt STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANCE', CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Projcet No. 102170 017000-1 MOBILIZATION AND REMOBILIZATION Pagel of4 I SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation l at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the nonnal 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 Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised November 22, 2016 City Project No. 102170 01 7000 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 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 2. Remobilization for suspension of Work as specifically required in the Contract 36 Documents 37 a. Measurement 38 1) Measurement for this Item shall be per each remobilization performed. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under "Measurement" will be paid for at the unit 42 price per each "Specified Remobilization" in accordance with Contract 43 Documents. 44 c. The price shall include: 45 1) Demobilization as described in Section 1.I.A.2.a.1) 46 2) Remobilization as described in Section I.I.A.2.a.2) CITY OF FORT WORTH Water and Sanitary Sewer Replaccinent STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised Novem6er22, 2016 City Project No. 102170 01 70 00 - 3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 d. No payments will be made for standby, idle time, or lost profits associated this 2 Item. 3 3. Remobihzation for suspension of Work as required by City 4 a. Measurement and Payment 5 1) This shall be submitted as a Contract Claim in accordance with Article 10 6 of Section 00 72 00. 7 2) No payments will be made for standby, idle time, or lost profits associated 8 with this Item. 9 4. Mobilizations and Demobilizations for Miscellaneous Projects 10 a. Measurement 11 1) Measurement for this Item shall be for each Mobilization and 12 Demobilization required by the Contract Documents 13 b. Payment 14 1) The Work performed and materials furnished in accordance with this Item 15 and measured as provided under "Measurement" will be paid for at the unit 16 price per each "Work Order Mobilization" in accordance with Contract 17 Documents. Demobilization shall be considered subsidiary to mobilization 18 and shall not be paid for separately. 19 c. The price shall include: 20 1) Mobilization as described in Section 1.I.A.3.a.1) 21 2) Demobilization as described in Section 1.1.A.3.a.2) 22 d. No payments will be made for standby, idle time, or lost profits associated this 23 Item. 24 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 25 a. Measurement 26 1) Measurement for this Item shall be for each Mobilization and 27 Demobilization required by the Contract Documents 28 b. Payment 29 1) The Work performed and materials furnished in accordance with this Item. 30 and measured as provided under "Measurement" will be paid for at the unit 3I price per each "Work Order Emergency Mobilization" in accordance with 32 Contract Documents. Demobilization shall be considered subsidiary to 33 mobilization and shall not be paid for separately. 34 c. The price shall include 35 1) Mobilization as described in Section 1.1.AA.a) 36 2) Demobilization as described in Section 1.1.A.3.a.2) 37 d. No payments will be made for standby, idle time, or lost profits associated this 38 Item. 39 1.3 REFERENCES [NOT USED] 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS [NOT USED] 42 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] 44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 45 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised Novembcr 22, 2016 City Project No. 102170 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 l 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 111 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USE, 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE. 1 1/22/16 Michael Owen I ' 2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT woltm Water and Sanitary SCwcr Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised November 22, 2016 City Project No. 102170 017123-1 CONSTRUCTION STAKING AND SURVEY Page I of 8 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. C. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH Wafer and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 20J 9, WSM-C Revised February 14, 2018 City Protect No. 102170 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 ol'8 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survev —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to Iocate on the ground the designed structures/improvements included in the Project Drawings. Construction staring shall include staking casements and/or right of way if indicated on the plans. 4. Survey "Field Checks" Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) --- 0171 23.16.01 Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw websitc). 3. Texas Department of Transportation (TxDOT) Survey Manual, latestrevision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 3300. B. All submittals shall be received and reviewed by the City prior to delivery ofwork. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH Water and Sanitary Scwer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 20t9, WSM-C Revised February 14, 2018 City Project No. 102170 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut --Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01 -- Attachment A Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — AttachmentA — Survey Staking Standards) . 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staling is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and inplace. 3. General a. Construction survey will be performed in order to construct the workshown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH Water and Sanitary Sewer Replacemcnr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contraci 2019, WSM-C Revised February IQ, 2018 City Project No. 102170 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of thepipe. 4) Submit to the City copies of field notes used to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. S) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including thefollowing: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimutn every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater Not Applicable CITY OF FORT WORTH Water and Sanitary Scwer Replacement STANDARD CONSTRUCTION SPFCTFICAT1ONDOCUMENTS Contract 2019, WSM-C Revised February 14, 201 & City Project No. 102170 01 71 23 -5 CONSTRUCTION STAKING AND SURVEY Pagc 5 of 8 b. The Contractor. shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) fl Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve Iid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2 - PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, casements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner forreference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, casements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent(817-392-7925), 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRi Shapeflle (.shp) ciTy OF FORT WORTH Walcr and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS Contuact 2019, WSM-C Revised February 14,2018 City Project No. 102170 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 c_ CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS A. Tolerances: The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.lfttolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producingno more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and reco>nlncnds regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.I .A. 2. Vertical locations shall be established from a pre -established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORT[I Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPFCIF [CATION DOCUMENTS Contract 2019, WSM-C Revised February 14,2018 City Project No. 102170 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 or8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A.If the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at anytime a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can hove forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A.It is the Contractor's responsibility to maintain all stakes and control data placed bythe City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perfonn a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3' party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log CITY OF FORT WORTII STANDARD CONSTRUCTION SPFCIFICATIONDOCUMENTS Revised Februaiy 14, 2018 Water and Sanitary Sewer Reptacennent Contract 20t9, WSM-C City Project No. 102170 0171 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement & payment under 1.2, added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text",- revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2114/201.8 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS Contract 2019, WSM-C Revised Feb iiaiy 14, 2019 City Project No. 102170 a SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 01 74 23 - 1 CLEANING Page] of4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment wiII be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USEDI 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOTUSED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 01 7423 -2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD tOR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 39 ADJUSTING [NOT USED] 3.1.0 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPPCTFICATTONDOCUMENTS Contract 2019, WSM-C Revised July 1, 201 1 City ProjccL No. 102170 01 74 23 -3 I CLEANING fPage 3 of 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required pennanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. 1 Do not burn on --site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. j 3. Confine construction debris daily in strategically locatedcontainer(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities € c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels andother foreign materials from sight --exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. j3. Wash and shine glazing and mirrors. 1 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems { a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during i F construction. JF 6. Replace all burned out lamps. 7. i Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUM ENTS Contraet 2019, WSM-C Revised,luly 1, 201l City Proiecl No. 102170 01 74 23 - 4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.L1 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATIONDOCUMFNTS Contract2019, WSM-C Revised July I, 2011 City Project No. 102170 s SECTION 01 7719 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY 01 77 19 -1 CLOSEOUT REQUIREMENTS Page 1 00 A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fart Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are a satisfactorily Filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfacto>y evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTII Waler and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July I, 2011 City Project No. 102170 017719-2 CLOSEOUT REQUIREMENTS Page 2 of3 1..6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: l . Project Record Documents in accordance with Section 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance withSection 01 74 23. C. Final Inspection I. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limitedto: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs c. Fuses f. Vault keys g. I Iandwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH Water and Sanitary Scwar Rcplamwent STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1,2011 City Project No. 102170 I 0 01 77 19 - 3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USE, 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USE, 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION IRevision Log I DATE I NAME f SUMMARY Or CHANGE CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 01 78 23 - 1 OPERATION AND MAINTENANCE DATA Page I of S SECTION 0178 23 OPERATION AND MAINTENANCE DATA PARTI- GENERAL 1.1 SUMMARY A. Section Includes: I. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by Citypersonnel. 2. Format a. Size: 8 '/2 inches x 11 inches b. Paper I) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH STANDARD CONSTRUCTION SPFC]FICATIONDOCUMENTS Revised December 20, 2012 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 01 79 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone nu[nber b. A list of each product required to be included, indexed to content of the volume c. List, with each product: I ) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product byproduct name and other identifying symbols asset forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize inconsistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORT[I Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised December 20, 2012 City Project No. 102170 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information onproducts 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required c. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Conti -act 2019, WSM-C Revised December 20, 2012 City Project No. 102170 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrarns d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e, Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking £ Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. L7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. SkilIed as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Water and Sanitary Smer Rcplacement STANDARD CONSTRUCTION SPE0MCATIONDOCUMENrS Contract 2019, WSM-C Revised December 20, 2012 City Project No. 102170 I 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOTUSEDI 1.12 WARRANTY ]NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION ]NOT USED] END OF SECTION Revision Tog DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 —title of section removed CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No. 102170 I SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page 1 of4 A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment wiII be allowed for this Item. E 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] E 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTTT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Water and Sanitary Sewer Replacement Contract 2019, WSM-C City Project No, 102170 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site ]measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the ,job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOTUSED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED loR] OWNER -SUPPLIED PRODUCTS [NOTUSED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, I complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City I complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [.NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF PORT WORTH Water and sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 0171 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject tothe City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may berelated reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual Iocation of items. CITY OF FORT WORTH - Waler and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 oi'4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR/ RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 I+IELD [oif] SITE QUALITY CONTROL [NOTUSED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF ,SECTION Revision Log DAIT 1`'AMF SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS Contract 2019, WSM-C Revised July 1, 201 1 City Project No. 102170 330410-1 JOINT BONDING AND ELECTRICAL ISOLATION Page I of 7 1 SECTION 33 04 10 2 JOINT BONDING AND ELECTRICAL ISOLATION 3 PART1- GENERAL 4 1.1 SUMMARY t5 A. Section Includes: 6 1. Joint bonding requirements for electrical continuity of: 7 a. Concrete cylinder pipe 9 b. Mortar coated steel pipe 9 c. Dielectrically coated steel pipe 10 d. Ductile iron pipe, as required on Drawings 11 2. Electrical isolation devices for installation at: 12 a. Connections to existing piping 13 b. Laterals k 14 c. Selected below grade to above ground piping transitions 15 B. Deviations from this City of Fort Worth Standard Specification 16 1. None. 17 C. Related Specification Sections include, but are not necessarily limited to: 18 1. Division 0 —Bidding Requirements, Contract Forms, and Conditions of the 19 Contract 20 2. Division I — General Requirements 21 3. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. When a pay item for Cathodic Protection exists: 25 a. Measurement 26 1) This Item is subsidiary to Cathodic Protection construction. 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 are subsidiary to the lump sum price bid for "Cathodic Protection" for each 30 material of utility pipe bid, and no other compensation will be allowed. 31 2. When a pay item for Cathodic Protection does not exist: 32 a. Measurement 33 1) Measurement for this Item is by lump sum. 34 b. Payment 35 I) The work performed and materials furnished in accordance with this Item 36 and measured as provided under "Measurement" will be paid for at the 37 lump sum price bid for "Joint Bonding and Electrical Isolation". 38 3. The price bid shall include: 39 a. Furnishing and installing Joint Bonding and Electrical Isolation as specified by 40 the Drawings 41 b. Mobilization 42 c. Excavation CITY OF FORT WORTH CITY OF FORT WORTH WSNI-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 330410-2 JOINT BONDING AND ELECTRICAL ISOLATION Page 2 of 7 1 d. Furnishing, placement, and compaction of backfill 2 e. Field welding 3 f. Connections 4 g. Adjustments 5 h. Testing 6 i. Clean-up 7 j. Start-up/Commissioning 8 1.3 REFERENCES 9 A. Reference Standards 10 1. Reference standards cited in this Specification refer to the current reference 11 standard published at the time of the latest revision date logged at the end of this 12 Specification, unless a date is specifically cited. 13 2. ASTM International (ASTM). 14 3. American Water Works Association (AWWA): 15 a. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN. 16 4. NACE International (MACE). 17 1.4 SUBMITTALS 18 A. Submittals shall be in accordance with Section 01 33 00. 19 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 20 specials. 21 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 22 A. Product Data 23 1. Manufacturer's catalog cut sheets shall be submitted for each item. 24 a. Include the manufacturer's name and provide sufficient information to show 25 that the materials meet the requirements of the Contract Documents for: 26 1) Flange Isolation 27 2) Bonding Clips for Concrete Cylinder Pipe 28 3) Petrolatum tape 29 2. Where more than 1 item or catalog number appears on a catalog cut sheet, clearly 30 identify the item proposed. 31 B. Test and Evaluation Reports 32 1. Record results for the Post -Installation Thermite Wcld Inspection and submit to the 33 City for approval prior to backfilling. 34 2. Record results for bonded joint testing and submit to City for approval prior to 35 backfilling. 36 3. Record results for the continuity test for casing to carrier pipe and submit to the 37 City for approval prior to backfilling. 38 1.6 CLOSEOUT SUBMITTALS 39 A. Test results for electrical continuity, flange isolation and casing to carrier pipe isolation 40 shall be submitted to the City. 41 B. Results of all testing are to be submitted to City for inclusion in the O&M manual. CITY OF FORT WORTH CITY OF FORT WORTH WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 a I 330410-3 JOINT BONDING AND ELECTRICAL ISOLATION Page 3 of 7 1 PART 2 - PRODUCTS 2 2.1 MATERIALS 3 A. Joint Bonding and EIectrical Isolation Materials to be incorporated into the project 4 include, but are not limited to, the following: 5 1. Electrical continuity bonds 6 2. Flange isolation assemblies 7 B. Electrical Continuity Bonds 8 1. Applications for Electrical Continuity Bonding include the following: 9 a. Bonding across bolted joint assemblies t0 b. Bonding across gasketed joint assemblies 11 C_ Flange Isolation 12 1. Required applications of dielectric flange isolation assemblies include, but are not 13 limited to, selected locations where new piping is mechanically connected to 14 existing piping. 15 2. Gasket 16 a. Isolating and seal gasket 17 b. 6-10 Epoxy Glass material 18 c. Full face 19 d. 1/8-inch thickness 20 e. Use with a minimum of 1 EDPM sealing element placed in a tapered groove. 21 f. NSF 61 certified 22 g. A minimum of 800 volts/mil dielectric strength is required. 23 b. Flange shall seal for the test pressure without leaking. 24 3. Sleeves 25 a. Provide full length mylar sleeves. 26 4. Washers 27 a. Provide double G-10 washer sets. 28 5. Petrolatum Wax Tape 29 a. Petrolatum wax tape shall meet or exceed the requirements of AWWA C217 30 and shall consist of three parts: Surface primer, wax tape, and outer covering. 31 All three parts shall be the product of a single manufacturer. 32 b. The primer shall be a blend of petrolatums, plasticizers, and corrosion 33 inhibitors having a paste -like consistency. Primer shall be Wax -Tape Primer 34 manufactured by Trenton, Denso Paste manufactured by Denso, or approved 35 equivalent. 36 c. The wax tape shall be synthetic -fiber felt, 45 to 90 mils thick, saturated with a 37 blend of micro -crystalline wax, petrolatums, plasticizers, and corrosion 38 inhibitors that are capable of easy conformability over irregular surfaces. Wax 39 tape shall be ##1 Wax -Tape manufactured by Trenton, Denso Tape 40 manufactured by Denso, or approved equivalent. 41 d. The outer covering shall be a plastic wrap consisting of one 150-gauge sheet or 42 three 50-gauge sheets wound together as a single sheet, clear polyvinylidene 43 chloride, shrink wrap that is flexible enough to conform to irregular surfaces. 44 Outer wrapping shall be Poly -Ply by Trenton, Poly -Wrap by Denso, or 45 approved equivalent. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT WORTH WSM-C 102170 330410-4 JOINT BONDING AND FLECTRICAL ISOLATION Page 4 of 7 1 PART 3 - EXECUTION 2 3.1 PREPARATION 3 A. Preparation of Concrete Pipe for Bonding 4 1. General 5 a. Fabrication 6 1) Use concrete pipe for this project that has been fabricated in such a manner 7 as to establish electrical continuity between metallic components of pipe 8 and joints_ 9 b. Acceptable Methods 10 1) Establish electrical continuity as indicated in the Contract Documents. 11 2. Criteria for Electric Continuity 12 a. Tensile Wire 13 1) Pipe manufacturer is to obtain a resistance no greater than 0.03 ohms 14 between any wire and steel joint ring at end of pipe farthest from that wire. 15 2) Manufacturer is to report values obtained and method of measurement. 16 b. Internal Pipe Joint Components 17 1) Pipe manufacturer is to obtain resistance of less than 0.03 ohms between 18 any component and steel pipe cylinder. 19 3. Tensile Wire Continuity 20 a. Establish continuity between tensile wire coils and steel cylinder on embedded 21 cylinder type pre -stressed pipe by tightly wrapping tensile wire over 22 longitudinal mild steel straps during pipe manufacture. 23 b. Use and install continuous straps 180 degrees apart longitudinally along the 24 pipe_ 25 1) These straps must maintain electrical continuity between metallic 26 components. 27 c. Use steel straps made of mild steel and free of grease, mill scale or other high 28 resistance deposits. 29 d. Make longitudinal straps electrically continuous with pipe cylinder by steel 30 fasteners of suitable dimensions placed between steel cylinder and longitudinal 31 straps. 32 1) Connect fasteners so as to remain intact during pipe fabrication process. 33 4. Steel Cylinder Continuity 34 a. Establish continuity of all joint components and steel cylinder. 35 1) These components include anchor socket brackets, anchor socket, spigot 36 ring and bell ring. 37 b. If mechanical contact does not provide a resistance of less than 0.03 ohms 38 between components, tack weld component to provide electrical continuity. 39 B. Preparation of Steel Pipe for Bonding 40 1. Bonding wires are not required for welded steel pipe. 41 2. Mechanical jointed steel pipe requires the installation of bond wires across the joint 42 as shown on the Drawings. 43 C. Preparation of Ductile Iron Pipe for Bonding 44 1. Install insulated bond wires as shown on the Drawings. 45 D. Electrical Bond Wires CITY OF FORT WORTH CITY OF FORT WORTH WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 330410-5 JOINT BONDING AND ELECTRICAL ISOLATION Page 5 of 7 1 1. Electrical bond wires are to be a minimum No. 4 AWG, 7 stranded, copper cable 2 with HMWPEinsulation. 3 2. Remove I inch of HMWPE insulation from each end of the bond wire. 4 3. Thermite weld the bond wires to the pipeline. 5 4. Provide the minimuin number of bond wires as shown on Drawings for steel or 6 ductile iron pipe. 7 E. Electrical Bond Clip 8 1. Weld 3 ASTM 366 steel bonding clips, each approximately 0.13 inches thick, 2.5 9 inches long, and 1.25 inches wide, with 1/8-inch fillet welds to the bell and spigot 10 of adjacent pre -stressed concrete cylinder pipe or steel pipe with rubber gasketed 11 joints. 12 2. Manufacture clips to maintain continuity regardless of small deflections of finished 13 joints. 14 3.2 INSTALLATION 15 A. Installation of Electrical Continuity Bonds by Thermite Welding 16 1. Inspection 17 a. Use continuous bond wires with no cuts or tears in the insulation covering the 18 conductor. l9 2. General 20 a. Attach bond wires at required locations by thermite welding process. 21 3. Thermite Welding Methods 22 a. Perform thermite welding of bond wires to piping in the following manner: 23 1) Clean and dry pipe to which the wires are to be attached. 24 2) Use grinding wheel to remove all coating, mill scale, oxide, grease and dirt 25 from an area approximately 3 inches square. 26 a) Grind surface to bright metal. 27 3) Remove approximately I inch of insulation from each end of wire to be 28 thermite welded to pipe exposing clean, oxide -free copper for welding. 29 4) Select proper size thermite weld mold as recommended by manufacturer. 30 Place wire or strap between graphite mold and the prepared metal surface. 31 5) Place metal disk in bottom of mold. 32 6) Pour thermite weld charge into the mold. Squeeze bottom of cartridge to 33 spread ignition powder over charge. 34 7) Close mold cover and ignite starting powder witb flint gun. 35 8) Aftcr exothermic reaction, remove thermite weld mold and gently strike 36 weld with a hammer to remove weld slag. 37 9) Pull on wire or strap to assure a secure connection. 38 10) If weld is not secure or the bond breaks, repeat procedure with new wire. 39 11) If the weld is secure, coat all bare metal and weld metal with Stopaq CZ 40 tape. 41 4. Post -Installation Thennite Weld Inspection 42 a. Contractor is responsible for all testing. 43 b. All testing is to be performed by or under the supervision of certified NACE 44 personnel. 45 c. Visually examine each thermite weld connection for strength and suitable 46 coating prior to backfilling. CITY OF FORT WORTH CITY OF FORT WORTH WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 330410-6 JOINT BONDING AND ELF,CTRICAL ISOLATION Page 6 of 7 I d. Measure resistance through selected bonded joints with a digital low resistance 2 ohmmeter (DLRO). 3 1) Resistance of 0.001 ohms or less is acceptable. 4 2) If the above procedure indicates a poor quality bond connection, reinstall 5 the bond. 6 3) Record results and submit to the City for approval prior to backtilling. 7 5. Backfilling of Bonded Joints 8 a. Perform backfilling of bonded piping in manner that prevents damage to the 9 bonds and all connections to the metallic structures. 10 b. Use appropriate backfill material to completely cover the electrical bond. I I c. Provide protection so that future construction activities in the area will not 12 destroy the bonded connections. 13 d. If construction activity damages a bonded connection, install new bond wire. 14 B. Installation of Pipeline Flange Isolation Devices 15 1. Placement 16 a. Install isolation joints at the locations shown on the Drawings. 17 2. Assembly 18 a. Place gasket, sleeves and washers as recommended by the manufacturer. 19 b. Follow manufacturer's recommendations for even tightening to proper torque. 20 3. Testing 21 a. Immediately after an electrical isolation fitting has been installed, contact the 22 City to perform testing for electrical isolation effectiveness. 23 4. Painting 24 a. Do not use metal base paints on electrical isolation devices. 25 5. Encapsulation 26 a. Encapsulate below -grade isolation joints with the Denso Densyl Tape system 27 after the isolation joint has been tested for effectiveness. 28 C. Installation of Casing Spacers 29 1. Casing spacers shall be installed in accordance with Section 33 05 24. 30 D. Installation of End Seals 31 1. End seals shall be installed in accordance with Section 33 05 24, 32 3.3 FIELD QUALITY CONTROL 33 A. Testing of Joint Continuity Bonds and Isolation Joints 34 1. After the completion of the continuity bonding of individual joints, but before the 35 pipe is backfilled, each bonded joint shall be tested for electrical continuity. 36 2, A DC current shall be impressed on the pipe on 1 side of the joint under test using a 37 portable 12-volt battery and a driven ground rod. The battery shall be connected 38 such that the positive terminal is connected to the ground rod and the negative 39 terminal is connected to the pipe section under test. The magnitude of test current is 40 not important as long as it causes a change in pipe -to -soil potential on the section of 41 pipe that is in the test current circuit. 42 3. The pipe -to -sail potential shall be measured on each side of the isolation joint using 43 a high impedance voltmeter and portable copper/copper sulfate reference electrode 44 with the test current "on" and "off'. CITY OF FORT WORTH CITY OF FORT WORTH W SM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 I 2 3 4 5 6 7 8 9 330410-7 JOINT BONDING AND ELECTRICAL ISOLATION Page 7 of 7 4. A joint is considered electrically continuous if the "on" and "off potentials are the same on either side of the joint under test. 5. This same procedure shall be used to test individual isolation joints except that the joint is considered effective if the pipe -to -soil potential is not the same when measured on each side of the joint When the test current is "on". 6. Record results and submit in accordance with this Specification. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT WORTH WSM-C 102170 0 1, I 330411-1 CORROSION CONTROL TEST STATIONS Page 1 of 7 I SECTION 33 04 11 2 CORROSION CONTROL TEST STATIONS 3 PART1- GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. Test station materials and installation requirements, as shown on the Drawings, at: 7 a. Below -grade pipeline electrical isolation joints 8 2. Required applications of corrosion control test stations include locations where 9 future testing is anticipated for the following reasons: 10 a. Testing to determine the effectiveness of the installed Cathodic Protection 11 systems and to allow for startup adjustments 12 b. Testing to determine interference effects from and on adjacent or crossing 13 foreign underground structures 14 c. Testing to determine sources and magnitude of stray DC currents and required 15 mitigative measures 16 d. Periodic monitoring to determine status of existing Cathodic Protection 17 systems, stray current and foreign line influence 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 22 Contract 23 2. Division 1 — General Requirements 24 3. Section 33 04 12 —Magnesium Anode Cathodic Protection System 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Measurement 28 a. This Item is considered subsidiary to the Cathodic Protection construction. 29 2. Payment 30 a. The work performed and the materials furnished in accordance with this Item 31 are subsidiary to the lump sum price bid for "Cathodic Protection" for each 32 material of utility pipe bid, and no other compensation will be allowed. 33 1.3 REFERENCES 34 A. Reference Standards 35 1. Reference standards cited in this Specification refer to the current reference 36 standard published at the time of the Iatest revision date logged at the end of this 37 Specification, unless a date is specifically cited. 38 2, NACE International (NACE). CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT WORTH WSM-C 102170 330411-2 CORROSION CONTROL TEST STATIONS Page 2 of 7 1 1.4 SUBMITTALS 2 A. Submittals shall be in accordance with Section 0133 00. 3 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 4 specials. 5 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 6 A. Product Data 7 1. Submit product data for all components of the Corrosion Control Test Stations. 8 Data submitted shall include: 9 a. Test Station 10 b. Wiring 11 c. Splicing materials 12 d. Thermite weld materials 13 e. Weld coatings 14 1.6 CLOSEOUT SUBMITTALS 15 A. Structure -to -soil potential data shall be submitted to the City. 16 1.7 QUALITY ASSURANCE 17 A. Certifications 18 1. Provide manufacturer's certifications that all components of the corrosion control 19 system meet the requirements of the Contract Documents. 20 a. The certification shall reference the applicable Section of the Specifications and 21 the applicable standard details. 22 B. Inspection 23 1. The City may, at its own cost, inspect the Cathodic Protection materials prior to, or 24 during, installation. 25 C. Drawings 26 1. The drawings for the corrosion control test stations are diagrammatic and shall not 27 be scaled for exact locations, unless scales are explicitly stated on the specific 28 drawing. 29 2. Field conditions, conflicts with other utilities or mechanical and structural features 30 shall determine exact locations. 31 3. Contractor shall note other existing utilities in the area and during excavation, shall 32 not damage these utilities. 33 4. Any damaged utilities shall be repaired to the satisfaction of the City at the 34 Contractor's expense. 35 1.8 DELIVERY, STORAGE, AND HANDLING 36 A. Delivery 37 1. Coordinate the delivery of test station materials. 38 B. Storage and Handling Requirements 39 1. Secure and maintain a location to store the material in accordance with Section 01 40 6600. CITY OF FORT WORTH CITY OF FORT WORT] I WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 s 3304 11 -3 CORROSION CONTROL TEST STATIONS Page 3 of 7 l C. Packaging Waste Management 2 1. Dispose of waste materials properly and remove from job site after installation is 3 complete. 4 PART 2 - PRODUCTS 5 2.1 MATERIALS 6 A. Flush Mount Test Stations 7 1. Test stations shall consist of test wires, a terminal head and a traffic box as shown 8 on the Drawings. 9 2. The terminal head shall be a 7 terminal "Big Fink" as manufactured by Cott 10 Manufacturing Company or approved equal. 11 3. The test station shall be installed in a 24-inch x 24-inch x 6-inch concrete pad. 12 4. The Precast Concrete traffic box shall be a 10.25-inch diameter 3-RT with a cast 13 iron cover marked "CP Test" as manufactured by Brooks Products, Inc. or approved 14 equal. 15 5. Install a marker sign adjacent to all flush -mounted test stations. 16 B. Above -Grade Test Stations I7 1. At test station locations where flush mounted structures cannot be installed, or 18 where stated on Drawings, an above -grade test station shall be used, and placed 19 such that possible damage from vandalism, traffic, etc. is minimized. 20 2. The test station shall be a 7 terminal 'Big Fink" as manufactured by Cott 21 Manufacturing or approved equal. 22 3. The 'Big Fink" test station shall be mounted on a 5 foot length of 3-inch diameter 23 UV -resistant plastic conduit in populated locations, and mounted on a 5 foot length 24 of 3-inch diameter concrete filled galvanized steel conduit in low population 25 locations. 26 4. The test station shall be installed adjacent to a permanent structure, if available, for 27 physical protection. 28 a. If exposed to traffic, provide a frangible base for test station. 29 5. The interior of the test station conduit shall be filled with Portland cement concrete 30 after the installation of the test and bond wires. 31 6. The test station conduit shall be installed with a 24-inch x 24-inch x 6-inch concrete 32 pad. 33 C. Permanent Reference Electrodes 34 1. The permanent reference electrode shall be a copper sulfate Pennacell Pius double 35 membrane ceramic cell in a geomembranc package as manufactured by Corrpro 36 Companies, Inc. or approved equal. 37 2. Equip with No. 14 AWG stranded copper wire with blue h1MWPE insulation of 38 suitable length to attach to the terminal board of the test station. 39 D. Test Station Lead Wires 40 1. Test station lead wires of all sizes shall have HMWPE nsulation as shown on the 41 Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT WORTH WSM-C 102170 330411 -4 CORROSION CONTROL TEST STATIONS Pagc 4 of 7 1 2. Insulation type shall be color coded based upon connection to underground 2 structures. 3 a. Protected pipeline: white 4 b. Foreign structures: red 5 c. Steel casings: yellow 6 d. Permanent reference cells: blue 7 e. Anode header cable: black (HMWPE) 8 f. Unprotected or existing pipeline: black (HMWPE) 9 3. Test station lead wires shall be terminated on the test station terminal board 10 utilizing crimped on solderless ring terminals. 11 4. All terminal boards shall be wired by the installer as shown on the Drawings. 12 E. Thermite Weld Equipment 13 1. Charges and Molds 14 a. Weld charges and mold size shall be specified by the manufacturer for the 15 specific surface configuration. 16 b. Use only the correct charges for the specific application. 17 c. Welding charges and molds shall be Erico, Cadweld or Continental Industries 18 Thermoweld. 19 2. Weld Coating 20 a. Coat weld with Stopaq CZ tape or approved equal. 21 F. Wire Identification Tags 22 1. Wire identification tags shall be the wrap -around type with a high resistance to oils, 23 solvents, and mild acids. Wrap -around markers shall fully encircle the wire with 24 imprinted alpha -numeric characters for pipe identification. The letters and numbers 25 height shall be 3/16-inch at minimum. 26 PART 3 - EXECUTION 27 3.1 APPLICATION / INSTALLATION 28 1. Install test stations at each of the locations scheduled on the Drawings. At a 29 minimum, test stations are required at each of the following locations: 30 a. At all major underground metallic pipeline crossings 31 b. At all cased crossings and tunnels (both ends) 32 c. At all underground isolation flanges, including valve flanges 33 d. At all magnesium anode ground bed locations 34 B. General 35 1. Install test stations at locations indicated on Drawings. 36 a. If a flush mounted test station is not feasible in a particular location, then an 37 above -grade test station may be used, subject to approval by the City or its 38 designated representative. 39 2. Use continuous test station lead wires without cuts or tears in the insulation. 40 3. Locate test stations as indicated on Drawings, as close to the pipe as possible. 41 a. If the pipe is installed under a road, place the test station at the curb for easy 42 access. 43 4. Attach test lead wires to the pipe by thermite welding. 44 5. Attach test wires to the pipe prior to backfilling. CITY OF FORT WORTH CITY OF FORT WORTI I WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 I 330411 -5 CORROSION CONTROL TEST STATIONS Page 5 of 7 1 6. Use color coded test wires as indicated on the Contract Documents. 2 7. Wire test station terminal board configurations as shown on the Drawings. 3 8. At foreign pipeline crossing test stations: 4 a. Notify the owners of the pipeline and obtain pennission before the test leads are 5 connected to their pipeline. 6 b. The foreign pipeline owner should have a representative present. 7 c. Contractor shall not install lead wires or bond wires on foreign pipelines. 8 d. If foreign pipeline owner refuses test leads connected to their pipeline, then 9 document owner's refusal and install potential test station on water main. 10 e. Document the owner's contact name, phone number, email address and date of 11 contact. 12 f. Submit documentation to the City or its designated representative. 13 C. Flush -Mount Test Stations 14 1. Install as shown on the Drawings. 15 2. Sufficient slack shall be coiled beneath the test station to allow for soil settlement 16 and to prevent damage to the leads during backfilling. 17 a. Additional slack shall be left to allow for withdrawal of the terminal board a 18 minimum of 18 inches above the top of the precast concrete traffic box for test 19 purposes. 20 3. Install with permanent copper sulfate reference electrodes where indicated on the 21 Drawings. 22 a. Install permanent reference electrode approximately 6 inches from the pipe. 23 b. Compact native soil by hand around the electrode. 24 c. The balance of the backfill shall be select granular backfill material. 25 d. Saturate the baekfilled permanent reference electrode with 5 gallons of water. 26 4. Wire Identification Tags 27 a. All wires shall be coded with wire identification tags within 4-inches of the 28 wire end indicating diameter and type of pipe. 29 b. Wire identification tags shall be placed on all wires prior to backfilling and 30 installation of test stations. 31 5. Set test stations installed outside areas of permanent paving materials in a Portland 32 cement concrete pad. 33 a. The concrete pad shall be a minimum of 24 inches square and no less than 6 34 inches thick. 35 D. Above -Grade Test Stations 36 1. Install above -grade test stations where a flush mounted test station cannot be 37 located. 38 2. Use and location of above -grade test stations shall be approved by the City or its 39 designated representative. 40 3. Locate test station adjacent to a permanent structure (e.g. a power pole), if 41 available, for physical protection. 42 4. Coil sufficient slack beneath the test station to allow for soil settlement and to 43 prevent damage to the leads during backfilling. 44 5. Pour a 24-inch x 24-inch x 6-inch concrete pad at grade around the test station 45 conduit. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT WORTII WSM-C 102170 3304I1-6 CORROSION CONTROL TEST STATIONS Page 6 oC7 l 6. Fill the interior of the 3-inch above -grade test station steel galvanized conduit with 2 Portland cement concrete after installation of the test stations' wires. 3 E. Test Lead Wire Attachment 4 1. Attach test leads to the pipe by thermite welding directly to the pipe on steel and 5 ductile iron pipelines as shown on Drawings. 6 a. See Drawings. 7 2. The pipe to which the wires are to be attached shall be clean and dry. 8 3. When connecting directly to the pipe, use a grinding wheel to remove all coating, 9 mill scale, oxide, grease and dirt from an area approximately 3 inches square, 10 a. Grind the surface to bright metal. 11 4. The wires to be thermite welded to the pipe shall have approximately 1 inch of 12 insulation removed from each end, exposing clean, oxide -free copper for welding. 13 5. Using the proper size thermite weld mold as recommended by the manufacturer, 14 place the wire between the graphite mold and the prepared metal surface. 15 a. Use a copper sleeve crimped over the wire for all No. 10 AWG or smaller 16 wires. 17 6. Place the metal disk in the bottom of the mold. 18 7. Pour the thermite weld charge into the mold. 19 8. Squeeze the bottom of the cartridge to spread ignition powder over the charge. 20 9. Close the mold cover and ignite the starting powder with a flint gun. 21 I0. After the exothermic reaction, remove the thermite weld mold and gently strike the 22 weld with a hammer to remove the weld slag. 23 11. Pull on the wire to assure a secure connection. 24 12. If the weld is not secure or the wire breaks, repeat the procedure. 25 13. If the weld is secure, coat all bare metal and weld metal with Stopaq CZ tape. 26 F. Post Installation Backfilling of Test Station— Lead Wires 27 1. Protect test station wires to prevent damage to the wire insulation and conductor 28 integrity during backfilling. 29 2. After completion of the backfilling of the test wires to the pipe, verify the 30 connection by measuring and recording a pipe -to -soil potential. 31 3. Replace any test wire found to have a high resistance connection. 32 3.2 FIELD QUALITY CONTROL 33 A. All test stations shall be visually inspected during the final walk through. 34 B. Materials or installation work not conforming to the requirement of this Specification 35 shall be replaced or repaired to the City's satisfaction. 36 C. Damaged or missing test station components shall be replaced by equal components. 37 3.3 SYSTEM STARTUP 38 A. Commissioning 39 1. Native state structure -to -soil potentials shall be acquired along the water main and 40 submitted to the City. 41 B. Method CITY OF FORT WORTH CITY OF FORT WORTH WSM-C STANDARD CONSTRUCTION SPFCIF]CATION DOCUMENTS 102170 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 330411 -7 CORROSION CONTROL TEST STATIONS Page 7 of 7 1. Measure native state structure -to --soil potentials along the water line using a portable reference electrode at the following locations: a. Each test station b. Above grade pipeline appurtenances c. Test stations on foreign pipelines crossing or parallel to the water main. 2. Verify that all electrical isolation devices are operating properly including flange isolators and casing spacers. C. Contractor is responsible for all testing. D. All testing is to be done by or under the supervision of certified NACE personnel. E. Record results and submit in accordance with this Specification. 3.4 MAINTENANCE A. Refer to Section 33 04 12. END OF SECTION CITY OF FORT FORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT wmTH wsM-C 102170 I I 0 0 330412-1 MAGNESIUM ANODE CATHODIC PROTECTION Page l of 10 I SECTION 33 04 12 2 MAGNESIUM ANODE CATHODIC PROTECTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for Cathodic Protection Systems on concrete cylinder pipes, carbon 7 steel pipes and ductile iron pipes using Magnesium Anodes 8 2_ The Cathodic Protection System shall include, but not be limited to the following: 9 a. Materials and installation 10 b. Post -installation survey 11 c. Final Report to include recommendations 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 ] _ Division 0 Bidding Requirements, Contract Forms, and Conditions of the 16 Contract 17 2. Division] — General Requirements 18 3. Section 33 05 26 — Utility Markers/Locators 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measure 22 a. Measurement for this Item shall be by lump sum. 23 2. Payment: 24 a. The work performed and materials furnished in accordance with this Item shall 25 be paid for at the lump sum price bid for "Cathodic Protection" for each 26 material of utility pipe bid. 27 3. The price bid shall include: 28 a. Mobilization 29 b. Anode ground beds 30 c. Anode test stations 31 d. Excavation 32 e. Furnishing, placement, and compaction of backfill 33 f_ Field welding 34 g. Connections 35 h. Adjustments 36 i. Testing 37 j. Clean-up 38 k. Start-up/Commissioning 39 1.3 REFERENCES 40 A. Abbreviations and Acronyms 41 1. AWG: American Wire Gauge CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT WORTH WSM-C 102170 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 330412-2 MAGNESIUM ANODE CATHODIC PROTECTION Page 2 of 10 2. CSE: Copper/Copper Sulfate Reference Electrode 3. HMWPE: High Molecular Weight Polyethylene B. Definitions 1. Anode: The electrode of an electrochemical cell at which oxidation occurs. 2. Cable/Wire: One conductor or multiple conductors insulated from one another. 3. Cathode: The electrode of an electrochemical cell at which reduction is the principal reaction. 4. Cathodic Polarization: The change of electrode potential in the negative direction caused by direct current (DC) flow across the electrode/electrolyte interface. 5. Cathodic Protection: A technique used to reduce the corrosion of a metal surface by making that surface the cathode of an electrochemical cell. 6. Corrosion: Degradation of a material, usually a metal, that results from a reaction with its environment. 7. Corrosion Control Engineer: NACE certified, licensed engineer in the state of Texas, employed by a Corrosion Engineering Firm. 8. Corrosion Engineering Firm: Engineering firm in charge of the corrosion protection design on behalf of the Contractor. 9. Criterion: Standard for assessment of the effectiveness of a Cathodic Protection System, 10. Current: Flow of electric charge. 11. Electrode: A conductor used to establish contact with an electrolyte and through which current is transferred to or from an electrolyte. 12. Electrolyte: A chemical substance containing ions that migrate in an electric field (i.e., soil or water). 13. Foreign Structure: Any metallic structure that is not intended as a part of a system under Cathodic Protection. 14. Galvanic Anode: A metal that provides sacrificial protection to another metal that is less active (more noble) when electrically coupled in an electrolyte. 15. Interference: Any electrical disturbance on a metallic structure as a result of stray current. 16. Pipe -to -Electrolyte Potential: The potential difference between the pipe and the electrolyte that is measured with reference to an electrode in contact with the electrolyte. 17. Polarized Potential: The potential across the structure/electrolyte interface that is the sum of the tree corrosion potential and the cathodic polarization 18. Reference Electrode: An electrode whose open -circuit potential is constant under similar conditions of measurement and is used to measure the relative potentials of other electrodes 19. Stray Current: Current flow through paths other than the intended circuit. 20. Voltage: Electromotive force or difference in electrode potential expressed in volts. C. Reference Standards 1. NACE International (NACE). CITY OF FORT WORTI4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT WORTH WSM-C 102170 330412-3 MAGNESIUM ANODE CATHODIC PROTECTION Page 3 of 10 1 1.4 SUBMITTALS 2 A. Submittals shall be in accordance with Section 0133 00. 3 B. All submittals shall be approved by the City prior to delivery. 4 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 5 A. Product Data 6 1. Submit product data for all components of the Cathodic Protection System. Data 7 submitted shall include: 8 a. Anodes 9 b. Anode Test Stations 10 c. Wiring I 1 d. Splicing Materials 12 e. Thermite Weld Materials 13 f. Weld Coatings 14 1.6 CLOSEOUT SUBMITTALS 15 A. The results of all testing procedures shall be submitted to the Engineer or the City for 16 review and approval. Testing information required includes: 17 1. Anode groundbed current outputs 18 2. Pipe -to -soil potentials 19 3. Results of interference testing 20 4. Results of electrical isolation joint tests 21 5. Operating and maintenance instructions 22 B. Results of all testing are to be submitted to Owner for inclusion in the O&M manual. 23 C. Provide written documentation from the Corrosion Control. Engineer of any deficiencies 24 discovered during the post installation inspection. 25 1.7 QUALITY ASSURANCE 26 A. Qualifications 27 1 _ Cathodic Protection installer shall show adequate documented experience in the 28 type of Cathodic Protection work required for the project. 29 B. Certifications 30 1. The Contractor shall, upon request by City, furnish manufacturer's certified test 31 reports that indicate that anodes meet Specifications and that all tests have been 32 performed in accordance with the applicable standards. 33 1.8 DELIVERY, STORAGE, AND HANDLING 34 A. Delivery of Cathodic Protection materials shall be coordinated by the Contractor. 35 B. Storage and Handling Requirements 36 1. Secure and maintain a location to store the material in accordance with Section 01 37 6600. 38 C. Packaging Waste Management 39 1. Dispose of anode and ther mite weld material packaging properly and remove from 40 the job site after installation is complete. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT WORTH WSM-C 102170 PART2- PRODUCTS 2 2.1 MATERIALS 3 A. Sacrificial Anodes - Magnesium 4 5 6 7 8 9 10 11 12 13 1.4 15 16 17 18 19 20 21 22 23 24 25 26 27 28 330412-4 MAGNESIUM ANODE CATHODIC PROTECTION Page 4 of 10 1. Magnesium Anodes a. Use high potential prepackaged Magnesium Anodes. b. The metallurgical composition of the Magnesium Anodes shall conform to the following: Element Content (%) Al 0.01 Mn 0.50 to 1.30 Cu 0.02 Maximum Ni 0.001 Maximum Fe 0.03 Maximum Other 0.05 Each or 0.3 Maximum (Total) Magnesium I Remainder 2, Magnesium Anode Current Capacity a. Magnesium Anodes require a current capacity of no less than 500 amp -hours per pound of magnesium. 3. Anode Backfill Material a. Use chemical backfill material around all galvanic anodes. b. Backfill provides a reduced contact resistance to earth, provides a uniform environment surrounding the anode, retains moisture around the anode and prevents passivation of the anode. c. All galvanic anodes shall come prepackaged in a backfill material conforming to the following composition; 1) Ground hydrated gypsum: 75 percent 2) Powdered bentonite: 20 percent 3) Anhydrous sodium sulfate: 5 percent 4) Have a grain size backfill such that 100 percent is capable of passing through a 20-mesh screen and 50 percent is retained by a 100-mesh screen. d. Completely surround the anode with the backfill mixture within a cotton bag. e. For cast magnesium ingots, the required weight of backfill shall be as follows: Anode Weight (Pounds) Backfill Weight (Pounds) Total Weight (Pounds) 17 44 61 20 50 70 32 58 90 40 65 105 48 48 96 60 70 130 4. Anode Lead Wires CITY OF FORT WORTH CITY OF FORT WORTH WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 9 I 330412-5 MAGNESIUM ANODE CATHODIC PROTECTION Page 5 of 10 1 a. For the lead wire for the Magnesium Anodes, use a 10-foot length of No. 12 2 AWG solid copper wire equipped with HMWPE insulation. 3 5. Lead Wire Connection to Magnesium Anode 4 a. Cast Magnesium Anodes with a 20-gauge galvanized steel core. 5 b. Extend 1 end of the core beyond the anode for the lead wire connection. 6 c. Silver -solder the lead wire to the core and fully insulate the connection. 7 B. Splicing Tape 8 1. Tape used for covering anode lead wire to anode header cable connections shall be 9 2 layers of Scotch 130C rubber splicing tape, then 2 layers of Scotch 88 vinyl 10 electrical tape as manufactured by 3M Scotch, or approved equal. 11 2. Taped splices shall be covered with a coating of 3M Scotchkote electrical coating 12 or approved equal. 13 C. Crimping Lugs 14 1. Crimping lugs used to connect the anode Iead wire to anode header cable shall be 15 copper compression crimpit Catalog No. YC I OC 10 as manufactured by Burndy, or 16 approved equal. 17 D. Anode Header Cable 18 1. Anode header cables routed between the anode groundbed and the test stations shall 19 be #10 AWG stranded copper conductors with type HMWPE insulation (black). 20 E. Anode Test Stations 21 1. Test stations shall consist of test wires, a terminal head and a traffic box as shown 22 on the Drawings. 23 2. The terminal box shall be a 7 terminal NM-7 with cast iron lockable lid as 24 manufactured by CP Test Services, or approved equal. 25 3. The Precast Concrete traffic box shall be a 10.25-inch diameter 3-RT with a cast 26 iron cover marked "CP Test" as manufactured by Brooks Products, Inc, or approved 27 equal. 28 4. If the area is not paved, the test station shall be installed in a 24-inch x 24-inch x 6- 29 inch square concrete pad. 30 5. Install a marker sign adjacent to all flush -mounted test stations. 31 F. Shunt 32 1. Monitoring shunt shall be a 0.01-ohm, 6--amp Type RS shunt as manufactured by 33 Holloway, or approved equal. 34 2. There shall be at least 1 shunt in each Magnesium Anode test station. 35 G. Test Lead Wire 36 1. Test station lead wires shall be #12 AWG stranded copper cable with type HMWPE 37 insulation, black in color. 38 H. Permanent Reference Electrode 39 1. The permanent reference electrode shall be a copper sulfate Pcrmacell Plus double 40 membrane ceramic cell in a gcomembrane package, as manufactured by Corrpro 41 Companies, Inc., or approved equal. 42 2. The permanent reference electrode shall be equipped with No. 14 AWG stranded 43 copper wire with blue HMWPE insulation of suitable length to attach to the 44 terminal board of the test station. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT WORTH WSM-C 102170 330412-6 MAGNESIUM ANODE CATHODIC PROTECTION Page 6 of 10 1 I. Thermite Weld Equipment 2 1. Charges and Molds 3 a. Weld charges and mold size shall be specified by the manufacturer for the 4 specific surface configuration. 5 b. Use only the correct charges for the specific application- 6 c. Welding charges and molds shall be Erico, Cadweld or Continental Industries 7 Thermoweld. 8 2. Weld Coating 9 a. Coat weld with Stopaq CZ tape or approved equal. 10 J. Marker Sign 11 1. Provide marker sign in accordance with Section 33 05 26. 12 K. Conduit and Fittings 13 1. The minimum conduit size shall be 1-inch unless otherwise indicated. Refer to 14 NFPA 70 (NEC) for additional conduit size requirements. 15 2. Conduit and fittings placed below grade shall be Schedule 40 PVC in accordance 16 with NEMA TC2 and NEMA TC3. 17 L. Caution Tape 18 1. The caution tape shall be an inert plastic film designed for prolonged underground 19 use. The caution tape shall be a minimum of 3-inches wide and a minimum of 4- 20 mils thick. 21 2. The caution tape shall be continuously printed over the entire length with the 22 wording "CAUTION: CATHODIC PROTECTION CABLE BURIED BELOW." 23 3. The wording shall be printed using bold black letters. The color of the tape shall be 24 yellow. 25 M. Wire Identification Tags 26 1. Wire identification tags shall be the wrap -around type with a high resistance to oils, 27 solvents, and mild acids. Wrap -around markers shall fully encircle the wire with 28 imprinted alpha -numeric characters for pipe identification. The letters and numbers 29 height shall be 3/16-inch at minimum. 30 PART 3 - EXECUTION 31 3.1 INSTALLATION 32 A. Installation of Sacrificial Anodes 33 1. Placement 34 a. Each anode shall be installed vertically in a 12-inch diameter by 10-foot-deep 35 hole or by trench maintaining the same spacing as shown on the Drawings. 36 b. Centerline of the anode shall be at a minimum of 5feet from the centerline of 37 the pipe. 38 c. Anodes shall be installed within the pipeline right--of-way. 39 2. Augured Hole 40 a. The anode hole diameter shall easily accommodate the anode. 41 3. Backfilling CITY OF FORT WORTH CITY OF FORT WORTH WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ]02170 330412-7 MAGNESIUM ANODE CATHODIC PROTECTION Page 7 of 10 1 a. After the hole is augured, the packaged anode shall be lowered into the hole and 2 the soil shall be firmly tamped around the package so that it is in intimate 3 contact with the package. 4 b. Pour a minimum of 5 gallons of water into the anode hole. 5 c. Backfill the remainder of the anode hole. 6 4. Anode Lead Wire 7 a. Lead wires from the anodes shall be run underground at a minimum depth of 24 8 inches. 9 b. Each anode lead wire shall be connected to an anode header cable as indicated 10 on the Drawings. 11 5. Handling 12 a. Anodes shall be handled in a manner that will avoid damaging anode materials 13 and wire connections. I4 B. Installation of Permanent Reference Electrode 15 1. Location 16 a. Install 1 permanent copper sulfate reference electrode at each anode ground 17 bed. 18 b. The permanent reference electrode shall be within 6 inches of the pipe at pipe 19 depth. 20 c. Prepare and install the permanent reference electrode in strict accordance with 21 the manufacturer's recommendations. 22 2. PIacement 23 a. Place the permanent reference electrode in the same ditch with the water line 24 and carefully covered with the same soil as the pipeline backfill. 25 3. Lead Wire 26 a. Protect the permanent reference electrode lead wire during backfiIl operations 27 and route to the test station along with the water line test leads and anode 28 ground bed cables. 29 C. Installation of Wire and Cable 30 1. Depth 31 a. All underground wire and cable shall be installed at a minimum of 24 inches 32 below final grade with a minimum separation of 6 inches from other 33 underground structures. 34 2, Anode Header Cable 35 a. Each anode lead wire shall be connected to a 910 AWG/HMWPE header cable 36 which shall be routed into a flush -to -grade test station. 37 3. Anode Lead Wire to Header Cable Connection 38 a. Each anode lead wire to header cable connection shall be made using a copper 39 compression connector. 40 b. Each connection shall be taped using rubber tape, vinyl tape and coated with 41 Scotchkote electrical coating as shown on the Drawings. 42 4. Anode -to -Pipeline Connection 43 a. Connect each group of anodes to the pipeline through a test station as shown on 44 the Drawings. 45 b_ A 0.01-ohm shunt shall be used to connect the anode header cable to the 46 pipeline as shown on the Drawings. CITY OF FORT WORTII CITY OF FORT WORTH WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 330412-8 MAGNESIUM ANODE, CAT]IODIC PROTECTION Page 8of10 1 5. A 3-inch wide, yellow, non -detectable warning tape labeled "Cathodic Protection 2 Cable Buried Below" shall be buried at a depth of 18 inches below the surface and 3 along the length of all Cathodic Protection cable trenches. 4 6. Wire Identification Tags 5 a. All wires shall be coded with wire identification tags within 4-inches of the 6 wire end indicating diameter and type of pipe. 7 b. Wire identification tags shall be placed on all wires prior to backlilling and 8 installation of test stations. 9 D. Test Lead Wire Attachment l0 I . Test lead cables shall be attached to the pipe by thermite welding. 11 2. The pipe to which the wires are to be attached shall be clean and dry. 12 3. A grinding wheel shall be used to remove all coating, mill scale, oxide, grease and 13 dirt from the pipe over an area approximately 3 inches square. 14 a. The surface shall be cleaned to bright metal. 15 4. The wires to be thermite welded to the pipe shall have approximately I inch of 16 insulation removed from each end, exposing clean, oxide -free copper for welding. 17 5. Charges and Molds 18 a. Weld charges and mold size shall be as specified by the manufacturer for the 19 specific surface configuration. 20 b. Care shall be taken during installation to be sure correct charges are used. 21 c. Welding charges and molds shall be the product of a manufacturer regularly 22 engaged in the production of such materials. 23 6. Using the proper size thermite weld mold as recommended by the manufacturer, the 24 wire shall be placed between the graphite mold and the prepared metal surface. 25 7. The metal disk shall be placed in the bottom of the mold. 26 8. The cap from the weld charge container shall be removed and the contents poured 27 into the mold. 28 9. Squeeze the bottom of the weld charge container to spread ignition powder over the 29 charge. 30 10. Close the mold cover and ignite the starting powder with a flint gun. The mold 31 should be beld firmly in place until all of the charge has burned and the weld has 32 cooled slightly. 33 11. Remove the thermite weld mold and gently strike the weld with a hammer to 34 remove the weld slag. 35 12. Pull on the wire to assure a secure connection. 36 13. If the weld is not secure or the wire breaks, repeat the procedure. 37 14. If the weld is secure, coat all bare metal and weld metal with Stopaq CZ tape, or 38 approved equal. 39 E. Flush -to -Grade Anode Test Stations 40 1. Flush -to -grade anode test stations shall be installed as shown on the Drawings. 41 2. Test stations shall be installed in a 24-inch x 24-inch x 6-inch square concrete pad. 42 3. Sufficient slack shall be coiled beneath the test station to allow for soil settlement 43 and to prevent damage to the leads during backlilling. 44 a. Additional slack shall be left to allow for withdrawal of the terminal board a 45 minimum of 12 inches above the top of the concrete pad for test purposes. CITY OF FORT WORTII CITY OF FORT WORTH WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 1 330412-9 MAGNESIUM ANODE CATHODIC PROTECTION Page 9of10 1 F. Post Installation Backf lling of Cables 2 1. General f 3 a. During the backfilling operation, cables shall be protected to prevent damage to 4 the wire insulation and conductor integrity. 5 3.2 REPAIR 6 A. Cut wires shall be spliced by using a copper compression connector. 7 1. The connection shall be completely sealed against moisture penetration by the use 8 of rubber tape, vinyl tape and Scotchkote electrical coating. 9 B. Damaged or missing test station components shall be replaced by equal components. 10 3.3 FIELD QUALITY CONTROL 11 A. Field Tests and Inspections 12 1. All components of the Cathodic Protection System shall be visually inspected by 13 the City prior to commissioning of the system. 14 3.4 SYSTEM STARTUP 15 A. General 16 1. The Cathodic Protection System shall be inspected, energized and adjusted 17 (commissioned) as soon as possible after the Cathodic Protection equipment has 18 been installed. 19 B. Equipment 20 1. All Cathodic Protection testing instruments shall be in proper working order and 2I calibrated according to factory specifications. 22 C. Commissioning 23 l . The commissioning of the Cathodic Protection System shall be performed by, or 24 under the direct supervision of, the Corrosion Engineering Firm qualified to verify 25 compliance with this Specification and with the referenced corrosion control 26 standards set forth by NACE International. 27 D. Method 28 1. Measure native state structure -to -soil potentials along the water line using the 29 permanent reference electrodes at each anode test station and a portable reference 30 electrode at all other test stations and at above grade pipeline appurtenances. 31 2. Confirm electrical continuity of the catbodically protected pipeline. 32 3. Energize the Cathodic Protection System by connecting each Magnesium Anode 33 ground bed to the pipeline lead in the test station junction box by means of a 0.01- 34 ohm shunt. 35 4. Record each anode ground bed current using the shunt. 36 5. Allow sufficient time for the pipeline to polarize. 37 6. Measure and record the "On" and "Instant Off' structure -to -soil potentials at each 38 location after the structure has been given adequate time to polarize. 39 7. Adjust, if necessary, the Cathodic Protection current output in each anode test 40 station to satisfy the 100-mV polarization shift criterion or the -850 millivolts-CSE 41 polarized potential criterion as established by NACE International standards. 42 8. Record all final current outputs measured at each test station. GrrY OF FORT WORTH CITY OF FORT WORTII WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 1 2 3 4 5 6 7 8 9 10 11 12 13 3304 12-10 MAGNESIUM ANODE CATHODIC PROTECTION Page 10 of 10 9. Verify that all electrical isolation devices are operating properly including flange isolators and casing spacers. 10. Verify that interference does not exist with foreign structures. 11. Perform joint tests with owners of the foreign structures (if any) and mitigate any interference detected. 12. If necessary, install resistance bonds to mitigate interference. 13. Interference testing coordination with the owners of foreign structures is the responsibility of the Cathodic Protection tester. E. Verification and Responsibilities 1. Contractor shall correct, at his expense, any deficiencies in materials or installation procedures discovered during the post -installation inspection. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT WORTH WSM-C 102170 40 46 42 - 1 IMPRESSED CURRENT CATHODIC PROTECTION Page I of 15 1 SECTION 40 46 42 2 IMPRESSED CURRENT CATHODIC PROTECTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for Cathodic Protection Systems on concrete cylinder pipes, carbon 7 steel pipes and ductile iron pipes using Magnesium Anodes 8 2. The Cathodic Protection System shall include, but not be limited to the following: 9 a. Materials and installation 10 b. Post -installation survey 11 c. Final Report to include recommendations 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 16 Contract 17 2. Division General Requirements 18 3. Section 33 05 26 — Utility Markers/Locators 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measure 22 a. Measurement for this Item shall be by Itunp sum. 23 2. Payment: 24 a. The work performed and materials furnished in accordance with this Item shaII 25 be paid for at the lump sum price bid for "Cathodic Protection" for each 26 material of utility pipe bid. 27 3. The price bid shall include: 28 a. Mobilization 29 b. Rectifier with enclosure and foundation 30 c. Deep well anode beds 31 d. Anode test stations 32 e. Excavation 33 f. Furnishing, placement, and compaction of backfill 34 g. Field welding 35 h. Connections 36 i. Adjustments 37 j. Testing 38 k. Clean-up 39 1. Start-up/Commissioning 40 1.3 REFERENCES 41 A. Abbreviations and Acronyms CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT WORTH WSM-C 102170 404642-2 IMPRESSED CURRENT CATHODIC PROTECTION Page 2 of 15 1 1. AWG: American Wire Gauge 2 2. CSE: Capper/Copper Sulfate Reference Electrode 3 3. HMWPE: High Molecular Weight Polyethylene 4 B. Definitions 5 1. Anode: The electrode of an electrochemical cell at which oxidation occurs. 6 2. Cable/Wire: One conductor or multiple conductors insulated from one another. 7 3. Cathode: The electrode of an electrochemical cell at which reduction is the 8 principal reaction. 9 4, Cathodic Polarization: The change of electrode potential in the negative direction 10 caused by direct current (DC) flow across the electrode/electrolyte interface. 11 5. Cathodic Protection: A technique used to reduce the corrosion of a metal surface by 12 making that surface the cathode of an electrochemical cell. 13 6. Corrosion: Degradation of a material, usually a metal, that results from a reaction 14 with its envirorunent. 15 T Corrosion Control Engineer: NACE certified, licensed engineer in the state of 16 Texas, employed by a Corrosion Engineering Firm. 17 8. Corrosion Engineering Firm: Engineering firm in charge of the corrosion protection 18 design on behalf of the Contractor. 19 9. Criterion: Standard for assessment of the effectiveness of a Cathodic Protection 20 System. 21 10. Current: Flow of electric charge. 22 11. Electrode: A conductor used to establish contact with an electrolyte and through 23 which current is transferred to or from an electrolyte. 24 12. Electrolyte: A chemical substance containing ions that migrate in an electric field 25 (i.e., soil or water). 26 13. Foreign Structure: Any metallic structure that is not intended as a part of a system 27 under Cathodic Protection, 28 14. Galvanic Anode: A metal that provides sacrificial protection to another metal that is 29 less active (more noble) when electrically coupled in an electrolyte. 30 15. Interference: Any electrical disturbance on a metallic structure as a result of stray 31 current. 32 16. Pipe -to -Electrolyte Potential: The potential difference between the pipe and the 33 electrolyte that is measured with reference to an electrode in contact with the 34 electrolyte. 35 17. Polarized Potential: The potential across the structure/electrolyte interface that is 36 the sum of the free corrosion potential and the cathodic polarization 37 18. Rectifier: Converts incoming AC power to DC current and voltage output for deep 38 well anode beds 39 19. Reference Electrode: An electrode whose open -circuit potential is constant under 40 similar conditions of measurement and is used to measure the relative potentials of 41 other electrodes 42 20. Stray Current: Current flow through paths other than the intended circuit. 43 21. Voltage: Electromotive force or difference in electrode potential expressed in volts. 44 C. Reference Standards CITY OF FORT WORTH CITY OF FORT WORTII WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 404642-3 IMPRESSED CURRENT CATHODIC PROTECTION Page 3 of 15 1 1. NACE International (NACE). 2 1.4 SUBMITTALS 3 A. Submittals shall be in accordance with Section 01 33 00. I 4 B. All submittals shall be approved by the City prior to delivery. 5 1.5 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS p 6 A. Product Data 7 1. Submit product data for all components of the Cathodic Protection System. Data 8 submitted shall include: 9 a. Anodes 10 b. Anode Test Stations 11 c. Rectifier with enclosure 12 d. Wiring 13 e. Splicing Materials 14 f. Thennite Weld Materials 15 g. Weld Coatings 16 1.6 CLOSEOUT SUBMITTALS 17 A. The results of all testing procedures shall be submitted to the Engineer or the City for 18 review and approval. Testing information required includes: 19 1. Native pipe to soil potentials prior to CP system commissioning 20 2. Anode ground bed current outputs s 21 3. Pipe -to -soil potentials 22 4. Results of interference testing 23 5. Results of electrical isolation joint tests 24 6. Operating and maintenance instructions 25 I B. Results of all testing are to be submitted to Owner for inclusion in the O&M manual. I 26 C. Provide written documentation from the Corrosion Control Engineer of any deficiencies 1 27 discovered during the post installation inspection_ 4 28 1.7 QUALITY ASSURANCE 29 A. Qualifications 30 1. Cathodic Protection installer shall show adequate documented experience in the 31 type of Cathodic Protection work required for the project. 32 B. Certifications 33 1. The Contractor shall, upon request by City, furnish manufacturer's certified test 34 reports that indicate that anodes meet Specifications and that all tests have been 35 performed in accordance with the applicable standards. 36 R 1.8 DELIVERY, STORAGE, AND HANDLING 37 A. Delivery of Cathodic Protection materials shall be coordinated by the Contractor. r 38 B. Storage and Handling Requirements 39 1. ,Secure and maintain a location to store the material in accordance with Section 01 40 6600. CITY OF FORT WORTII CITY OF FORT WORTH WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 40 46 42 - 4 IMPRF,SSFD CURRENT CATHODIC PROTECTION Page 4 of 15 1 C. Packaging Waste Management 2 1. Dispose of anode and thertnite weld material packaging properly and remove from 3 the job site after installation is complete. 4 PART 2- PRODUCTS 5 2.1 MATERIALS 6 2.2 GENERAL 7 A. All materials installed must be new. All equipment and materials supplied shall be 8 similar to that which has been in satisfactory service for at least 5 years. 9 B. All materials in contact with potable water shall be NSF 61 approved. 10 2.3 RECTIFIERS 11 A. Rectifiers shall be air-cooled, single-phase, 115/230 volt with output as defined in 12 the project drawings. Rectifiers shall be manufactured by Universal Rectifiers, 13 Corrpro, JA Electronics, or an approved equivalent. 14 B. Rectifiers shall be designed to operate continuously at an ambient temperature of 15 50°C without damage to the rectifier components. 16 C. Transformer: Two -winding, insulating type that meets the requirements of NEMA 17 and UL 506. 18 D. Rectifiers shall be capable of operating continuously at the rated output current at 19 any voltage from zero to 100% without damaging any rectifier components. Full- 20 rated DC output voltage shall be adjustable by not less than 25 equal steps from 21 approximately 4% of rated voltage to full rated output voltage. This adjustment 22 shall be accomplished with silver-plated or stainless steel connectors and 23 adjustment link bars. 24 E. Rectifying element shall be a full -wave bridge, silicon diode stack with efficiency 25 filter, metal oxide thyristors, and current -limiting devices for overvoltage and 26 overcurrent protection of stack. Silicon stacks shall be equipped with silicon diodes 27 rated at a minimum of 1,000 peak inverse volts. 28 F. All rectifiers shall have overload and lightning protection for both AC and DC 29 circuits. 30 G. A voltmeter and ammeter shall be provided. Voltmeter and anuneter shall be 31 calibrated and adjusted at the factory. 32 H. Electrical tests shall be performed by the manufacturer and recorded as listed 33 below: 34 1. AC Volts Input 35 2. DC Amperes Input 36 3. Apparent Watts Input CITY OF FORT WORTH CITY OF PORT WORTH WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 a I 40 46 42 - 5 IMPRESSED CURRENT CATHODIC PROTECTION Page 5 of 15 I 4. True Watts Input 2 5. Power Factor 3 6. DC Volts Output 4 7. DC Amperes Output 5 8. DC Watts Output 6 9. Conversion Efficiency 7 10. Dielectric Strength 8 11. Transformer Primary to Ground 9 12. Transformer Secondary to Ground 10 13. Transformer Primary to Secondary 11 14. Stack AC to Ground 12 15. Stack DC to Ground 13 16. Ripple Voltage at Full Output 14 15 I. The following shall be provided for each rectifier. Each item shall be provided in a 16 waterproof bag or container. 17 1. Operations and Maintenance Manual 18 2. Circuit Diagram 19 3. Electrical Test Report 20 2.4 RECTIFIER CABINETS 21 A. Rectifier cabinets shall be NEMA 250 Type 3R and sized as shown on the 22 Drawings. 23 B. Rectifier cabinets shall be made of steel that is either shop coated with a baked 24 enamel finish, galvanized per ASTM A123, or pre -galvanized sheet finished with a 25 powder coat. 26 C. Rectifier cabinets shall have a single door with a full-length hinge and a lockable 27 latch. Hinge, latch, and other miscellaneous metallic components on the cabinet 28 shall be 316 stainless steel. 29 D. Rectifier cabinets shall have sufficient venting provided for air cooled rectifiers. 30 E. Rectifiers shall be equipped with permanent identification tags affixed to the 31 outside front door. The identification tag shall have white engraving for 32 identification of the rectifier- Minimum height of lettering shall be 3/4 inch. The 33 tags shall have the following legend: 34 CITY OF FORT WORTH 35 WSM-C B-1/13+75 36 CATHODIC PROTECTION RECTIFIER 37 2.5 JUNCTION BOXES 38 A. Junction boxes shall be NEMA 250 Type 3R enclosure and sized as shown on the 39 Drawings. 40 B. Junction boxes shall be made of 316 stainless steel. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT' WOWI'H WSM-C 102170 404642-6 IMPRESSED CURRENT CAT[]ODIC PROTECTION Page 6 of 15 1 C. Junction boxes shall have a single door with a full-length hinge and a lockable 2 latch. Hinge, latch, and other miscellaneous metallic components on the cabinet 3 shall be 316 stainless steel. 4 D. Junction boxes shall be equipped with permanent identification tags affixed to the 5 outside front door. The identification tag shall have white engraving for 6 identification of the junction box. Minimum height of lettering shall be 3/4 inch. 7 The tags shall have the following legend: 8 CITY OF FORT WORTH 9 WSM-C B-1/13+75 10 CATHODIC PROTECTION JUNCTION BOX 11 2.6 HIGH -SILICON CAST IRON (HSCI) ANODES 12 A. HSCI anodes shall meet the requirements of ASTM A518 Grade 3. Anodes shall be 13 manufactured by Anotec, Corrpro, or equivalent. 14 B. HSCI anodes shall be tubular type anodes with centered wire connection. Anodes 15 shall have the following size, form, and shape. 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Anode Type Length (inch) Diameter inch Weight lb Surface Area (ft') 2260Z or TACD 60 2 to 2.2 32 to 36 2.8 to 2.9 2284Z or TA2 84 2 to 2.2 46 to 50 4.0 2660Z or TAD 60 2 to 2.7 45 to 50 3.5 26847 or TA3 84 2 to 2.7 63 to 70 4.9 386OZ 60 2.9 62 3.8 3884Z 84 2.9 90 5.3 C. Anode lead wire: The wire attached to the anodes shall be of the size and type indicated on the Drawings. The anode lead wire shall conform to the specifications given for "Wires" in this specification. 2. The wire shall be connected to the interior of the anode and scaled by the manufacturer. The anode wire connection shall have a pulling strength exceeding the wire's tensile strength. Any damage to the wire insulation or anode shall require complete replacement of the wire and anode. 3. Anode lead wires shall be of one continuous length, without splices, unless otherwise indicated on the Drawings, from the anode connection to the anode terminal board. Anode wires with the attached anodes shall be shipped to the job site with the wire wound on a reel. The minimum core diameter of the reel shall be 5 1/2 inches. The anode wire insulation shall be free of surface damage such as nicks, abrasions, scratches, etc., in all respects throughout the entire length of the wire. Precautions shall be taken during fabrication, transportation, and installation of the anodes to see that the wire is not kinked or sharply bent. Bends sharper than 2 1/2 inches in radius are not permissible. CITY OF FORT WORTH CITY OF FORT WORTH WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 40 46 42 - 7 IMPRESSED CURRENT CATHODIC PROTECTION Page 7 of 15 1 D. The resistance of each anode wire connection shall not exceed 0.004 ohms. Each 2 anode wire connection should be tested by the manufacturer for conformance with 3 these Specifications. A record of tests shall be submitted to the ENGINEER. The 4 records shall include a minimum of three copies of the following information: 5 1. Anode numbering system to identify anode under test 6 2. Anode wire length 7 3. Resistance value, as indicated by test 8 4. Test equipment 9 5. Test method 10 E. Anodes shall be individually labeled with the length of lead wire and anode 11 number. Anodes shall be consecutively numbered with the deepest anode being 12 Number 1. 13 2.7 CALCINED COKE BREEZE 14 A. Backfill material for impressed current anodes shall be calcined coke breeze. 15 B. Calcined coke breeze shall have a resistivity of 25 ohm -cm or less when tested with 16 an applied pressure of 2 psi and a bulk density of 64 to 74 pounds per cubic foot. 17 The particle size shall be between 200 mesh and 18 mesh and shall be dust free. 18 The minirnuzn calcination temperature of base materials shall be 1250 'C. 19 C. Calcined coke breeze shall have the following chemical properties: 20 1. Fixed carbon 98% minimum 21 2. Ash 0.6% maximum 22 3. Volatile matter 1.0% maximum 23 4. Moisture I.0% maximum 24 D. Calcined coke breeze shall be Loresco SC-3, Asbury 251, or approved equivalent 25 when installed by pumping down the hole. If installed via the freefall method, 26 calcined coke breeze shall be Loresco RS-3, Ashbury 218-L, or equivalent. 27 2.8 ANODE VENT PIPING 28 A. Anode vent piping for the impressed current anode vent piping shall be 2-inch 29 diameter PVC, Schedule 80, conforming to ASTM D1785 Type 1 Grade 1. 30 B. Slots and perforations shall be provided in the immediate vicinity of the anodes and 31 throughout the coke breeze and sized such that coke breeze does not enter vent 32 pipe. The vent pipe shall be capped at both ends during the backfilling operation to 33 mitigate infiltration of backfill material or mud. 34 C. Above ground portions of anode vent piping shall be rated for sunlight resistance. CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT WORTII WSM-C 102170 40 46 42 - S IMPRESSED CURRENT CATHODIC PROTECTION Page 8 of 15 1 D. Above ground outlet for vent piping shall have a vent screen with an orientation 2 preventing rainfall accumulation and bug intrusion. 3 2.9 ANODE CENTRALIZERS 4 A. Centering devices shall be designed and fabricated by the CONTRACTOR or 5 Supplier and shall be submitted to the ENGINEER for acceptance prior to use. The 6 device shall be constructed of metal. 7 2.10 READY -MIXED CONCRETE 8 A. Ready -mixed concrete shall be in accordance with ASTM C94, permit 9 requirements, and the Specification section for cast -in -place concrete. 10 2.11 REINFORCING STEEL 11 A. Reinforcing steel shall be in accordance with ASTM A615, permit requirements, 12 and the Specification section for reinforcing steel. 13 2.1.2 SHUNTS 14 A. Shunts shall be selected by the size indicated on the Drawings. 15 B. 0.01-ohm, 6-amp shunts shall be manganin wire type, as indicated. Shunts shall be 16 Type RS, as manufactured by Holloway, or equivalent. 17 C. 0.01-ohm, 8-amp shunts shall have manganin wire per ASTM B267, CI.Vi, as 18 manufactured by Cott Manufacturing Company, or equivalent. 19 D. 0.001-ohm, 25-amp shunts shall be Type SS, as manufactured by Holloway, or 20 equivalent. 21 2.1.3 WIRES 22 A. Conductors shall consist of stranded copper of the gauge indicated on the Drawings. 23 Wire sizes shall be based on American Wire Gauge (AWG). Copper wire shall be 24 in conformance with ASTM B3 and ASTM B8. 25 13. Insulation Type and Colors: As shown on the Drawings. 26 1. High molecular weight polyethylene (HMWPE) wires shall be rated for 600 27 volts and sball conform to ASTM D1248, Type 1, Class C, Grade 5. 28 2. Halal-/HMWPE wires (CP wire) shall be rated for 600 volts and have dual 29 insulation. The primary layer of insulation shall be a homogeneous 20 mil 30 wall of ECTFE fluoropolymer (Halar), and the jacket shall be a 65 mil wall of 31 HMWPE conforming to ASTM D1248, Type 1, Class C, Grade 5. 32 Halar/HMWPE wire shall be UL listed as Cathodic Protection Wire. CITY OF FORT WORTH CITY OF FORT WORTH WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 40 46 42 - 9 IMPRESSED CURRENT CATHODIC PROTECTION Page 9 of 15 1 3. RHW wires shall be UL listed and marked as RHW or R14W-2 and rated for 2 600 volts. RHW wires shall have crosslinked polyethylene (XLPE) insulation 3 that conforms with ASTM D1248. 4 4. THWN wires shall be UL listed and marked as THWN or THWN-2 and rated 5 for 600 volts. THWN wires shall have polyvinyl chloride (PVC) insulation 6 that conforms with ASTM D2220 and an outer jacket of nylon. 7 8 9 5. ,�5ljfCS21 10 C. Permanent Reference Electrode 11 1. The permanent reference electrode shall be a copper sulfate Permacell Plus double 12 membrane ceramic cell in a gcomembrane package, as manufactured by Corrpro 13 Companies, Inc., or approved equal. 14 2. The permanent reference electrode shall be equipped with No. 14 AWG stranded 15 copper wire with blue HMWPE insulation of suitable length to attach to the 16 terminal board of the test station. 17 D. Thermite Weld Equipment 18 1. Charges and Molds 19 a_ Weld charges and mold size shall be specified by the manufacturer for the 20 specific surface configuration. 21 b. Use only the correct charges for the specific application. 22 c. Welding charges and molds shall be Erica, Cadweld or Continental Industries 23 Thermoweld. 24 2, Weld Coating 25 a. Coat weld with Stopaq CZ tape or approved equal. 26 E. Marker Sign 27 1. Provide marker sign in accordance with Section 33 05 26. 28 F. Conduit and Fittings 29 1. The minimum conduit size shall be 1-inch unless otherwise indicated. Refer to 30 NFPA 70 (NEC) for additional conduit size requirements. 31 2. Conduit and fittings placed below grade shall be Schedule 40 PVC JSS3l[Cs4lin 32 accordance with NEMA TC2 and NEMA TC3. 33 G. Caution Tape 34 1. The caution tape shall be an inert plastic film designed for prolonged underground 35 use. The caution tape shall be a minimum of 3-inches wide and a minimum of 4- 36 mils thick. 37 2. The caution tape shall be continuously printed over the entire length with the 38 wording "CAUTION: CATHODIC PROTECTION CABLE BURRIED BELOW." 39 3. The wording shall be printed using bold black letters. The color of the tape shall be 40 yellow. 41 hI. Wire Identification Tags CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT WORTH WSM-C 102170 40 46 42 - 10 IMPRESSED CURRENT CATI ]ODIC PROTECTION Page 10 of 15 1 1. Wire identification tags shall be the wrap -around type with a high resistance to oils, 2 solvents, and mild acids. Wrap -around markers shall fully encircle the wire with 3 imprinted alpha -numeric characters for pipe identification. The letters and numbers 4 height shall be 3/16-inch at minimum. 5 PART 3 - EXECUTION 6 3.1 INSTALLATION 7 3.2 RECTIFIER 8 A. Approximate rectifier locations are shown on the Drawings. The CONTRACTOR 9 may propose an alternative rectifier location to the CITY OF FORT WORTH for 10 review and approval. 11 B. Rectifier installation includes provision of AC power to the rectifier by the 12 CONTRACTOR. CONTRACTOR shall furnish and install all required wiring, 13 conduits, wires, meters, splice boxes, and equipment necessary for operation of the 14 rectifier and as required by the local power agency. 15 C. The reinforced concrete pad shall be constructed such that water will not collect 16 against the rectifier cabinet. The concrete pad shall extend a minimum of 2 inches 17 above grade which should be bigher than the 100 year flood plain. The finished is grade shall be sloped away from the concrete pad to direct drainage water away 19 from the rectifier cabinet. The vent pipe riser and conduits into the enclosure shall 20 be cast into the concrete pad. After the concrete is set, the enclosure shall be 21 securely anchored to the pad with expanding anchor bolts. Use leveling nuts below 22 the cabinet flange to create space for the grout seal. Apply the non -shrink grout as 23 shown on the Drawings. 24 3.3 DEEP ANODE WELL 25 A. Impressed current anode beds shall be installed in accordance with NACE SP0572 26 and local well standards, and these Specifications. 27 B. Well Drilling 28 l . The CONTRACTOR shall obtain and pay for all fees and permits required for 29 well drilling. CONTRACTOR shall log the well in accordance with local and 30 state agency requirements. 31 2. The CONTRACTOR shall protect the well bore from the intrusion of 32 contaminants into the hole at all times. The CONTRACTOR is responsible 33 for the cost of all cleanup associated with contamination of the welt and/or job 34 site resulting from the CONTRACTOR's WORK. 35 3. Fresh water shall be circulated from the bottom of the hole to clear the well of 36 drilling mud and cuttings after the well is drilled. CITY OF PORT WORTH CITY OF FORT WORTH WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 404642-11 IMPRESSED CURRENT CATHODIC PROTECTION Page 11 of 15 1 4. Loading of anodes and other equipment in the well shall be done in the 2 presence of the ENGINEER. At minimum, 48-hour notice shall be given by 3 the CONTRACTOR to the ENGINEER prior to loading anodes. Loading of 4 the anodes into the well shall begin early enough in the day to ensure 5 completion of all loading, including backfilling, during regular working 6 hours. 7 5. The well shall be covered with a steel trench plate or other heavy device that 8 blocks access and cannot be removed by hand whenever the well is left 9 unattended. 10 C. Well Casing 11 1. The CONTRACTOR may elect to install the well with or without a casing. In 12 the event that the well collapses for any reason, including the elimination of 13 the casing, the well shall be relocated, re -drilled, and the original hole 14 abandoned at the CONTRACTOR's expense. Only a metallic casing may be 15 used in the coke breeze column. 16 D. Vent Pipe 17 1. The bottom of the vent pipe shall be securely capped with a PVC cap solvent- 18 welded to the vent pipe. 19 2. The vent pipe shall be installed along with the first anode placed in the hole 20 by attaching it to one of the centralizer straps with a stainless steel clamp. The 21 vent pipe shall not be attached to the anode itself. Obtain the ENGINEER's 22 acceptance of the attachment before the vent pipe is lowered into the bole. 23 Sections of vent pipe shall be joined to one another as the first anode, with the 24 vent pipe attached, is lowered into the hole. Joints shall be solvent -welded. 25 3. The top of the vent pipe shall be temporarily sealed during the coke breeze 26 loading process. Any foreign material entering the vent pipe shall be removed. 27 E. Anodes 28 1. Loading of anodes and other equipment in the well shall be done in the 29 presence of the ENGINEER. A minimum of 48 hours' notice shall be given 30 prior to loading anodes. Loading of the anodes into the well shall begin early 31 enough in the day to ensure completion of all loading, including backfilling, 32 during regular working hours. Loading shall not be commenced later than 33 1:00 p.m. unless the CONTRACTOR has obtained prior written acceptance 34 from the ENGINEER. 35 2, The ENGINEER shall visually inspect the insulation on the anode lead wire 36 for abrasion or other damage to the insulation and wire before and as the 37 anode is lowered into place., Anodes with damaged insulation or wire are not 38 acceptable and shall not be installed. Splices are not allowed on the anode 39 wire. CITY OF FORT WORTII CITY OF FORT WORTH wsM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 40 46 42 - 12 IMPRESSED CURRENT CATHODIC PROTECTION Page 12 of 15 1 3. Attacb the centering devices to the anodes before lowering them in the well. 2 All sharp edges on the centering device assembly shall be taped with vinyl 3 electrical tape to preclude damaging any wires while lowering anodes into 4 place. 5 4. The terminal end of the anode wires shall be identified with pennanent wire 6 markers. 7 5. Anode No. 1 shall be lowered into the well supported by the attached lead 8 wire. The CONTRACTOR shall fabricate an apparatus that allows the anodes 9 to be lowered by the lead wire, but does not bend the wire into a radius less 10 than 2.5 inches. The vent pipe shall be secured to the centering device on 11 Anode No. 1, not the anode itself, and lowered alongside Anode No. 1. A soil 12 resistance meter, furnished and operated by the ENGINEER, shall be 13 connected between the anode lead wire for Anode No. 1 and the pipeline 14 drain wire. The drain wire should be installed and be accessible to the 15 ENGINEER during the time of testing. The CONTRACTOR shall stop 16 lowering the anode at 10-foot intervals to tape the anode lead wire to the vent 17 pipe and to allow the ENGINEER to measure the resistance profile of the 18 anode well. This shall continue to the bottom of the hole and the vent pipe 19 shall be secured in place. 20 6. Continuing with Anode No. 2, the anodes shall be lowered into the well by 21 the attached lead wires. The vent pipe shall not be attached to the centralizers 22 or lead wires for Anodes No. 2 and remaining. The ENGINEER may adjust 23 the depths of the individual anodes to avoid high resistance soil layers. When 24 an anode has been placed at the final depth, it shall be securely fixed in that 25 position prior to coke breeze backfilling. 26 7. Anodes shall not be backfilIed until the ENGINEER has inspected the 27 placement of the anodes and given permission to backfill. 28 F. Coke Breeze Backfill 29 1. Coke breeze shall be placed using a slurry pump that pumps the coke into the 30 bottom of the hole using a tremie pipe, allowing the hole to be filled from the 31 bottom up. Coke breeze shall not be pumped through the vent pipe. 32 2. Coke breeze shall be mixed with water when introduced into the hole to 33 prevent bridging or the creation of voids. Minimize the risk of bridging by 34 ensuring the hole has sufficient water and the backfilling rate is controlled. In 35 the event that voids or bridging does occur, the CONTRACTOR shall correct 36 the deficiency to the satisfaction of the ENGINEER. 37 3. Coke breeze shall be placed in the hole at a steady rate to ensure the coke 38 breeze does not bridge or block the hole. The hole shall be kept completely 39 full of water during placement of backfill. CITY OF FORT WORTH CITY OF FORT 1WORTI I WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [02170 404642- 13 IMPRESSED CURRENT CATHODIC PROTECTION Page 13 of 15 1 4. Backfill settling and anode coverage will be determined by measuring the 2 anode -to -earth resistance from the digital resistance meter. During coke 3 breeze backfilling, the ENGINEER will measure the resistance between the 4 lowermost uncovered anode and the pipeline drain wire. Coverage of the 5 anode will be indicated by a rapid decrease in resistance, normally by at least 6 50%. As soon as coverage of a lower anode is indicated, the circuit shall be 7 attached to the next highest anode in the hole. Testing will continue until 8 coverage of all anodes has been verified. The ENGINEER shall record the 9 resistance of each backfilled anode. At least 20 feet of coke breeze shall be 10 added above the top anode. The CONTRACTOR shall sound the anode hole 11 with a weighted tape measure and determine the final height of the coke 12 breeze column. 13 5. Coke shall be allowed 24 hours to settle. After 24 hours, the coke column 14 shall be topped off, as required, to achieve the specified coke column length. I5 6. Incomplete coverage of each anode with coke breeze shaII be cause for 16 rejection of the anode well. 17 7. The CONTRACTOR shall record the total weight of coke breeze placed in 18 each anode well. 19 G. Well Seal 20 1. Backfilling operations above the coke breeze column shall begin no sooner 21 than 24 hours after installation of the coke breeze to allow for settling. 22 Backfilling shall be done continuously and without interruption until the hole 23 is sealed. 24 2. Collapse of the hole prior to the introduction of the seal material shall be 25 cause for abandonment of the well at the CONTRACTOR's expense. 26 27 28 29 30 31 32 33 ` 34 35 36 37 38 3. Sealing materials shall not be allowed to drop from the top of the hole. All inaterials shall be pumped into the hole from the top of the coke breeze column to the top of the hole. 4. If well casing materials are used in the construction of the well, then the annular space between the well bore and the casing shall also be sealed with a conductive grout. 5. Scaling material shall not enter the vent pipe. 6. The CONTRACTOR shall record the volume of sealing material installed in the hole. H. Well Head 1. The well head shall be a concrete traffic box set at the top of the anode hole and shall contain slack for the anode lead wires, as indicated on the Drawings. 2. The concrete traffic box lid shall be cast iron and marked "ANODE." CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT WORT] I WSM-C 102170 40 46 42 - 14 IMPRESSED CUI ENT CATHODIC PROTECTION Page 14 of] 5 1 I. Storage and Disposal of Drilling Fluids, Cuttings, and Mud 2 1. During the drilling and loading process, drilling fluids, cuttings, and mud 3 shall be stored onsite in uncontaminated, watertight, lockable debris boxes. 4 Alternative storage methods may be used only with prior approval of the 5 ENGINEER. 6 2. Drilling mud and cuttings shall be disposed of by the CONTRACTOR at a 7 suitable disposal site. 8 3.4 REPAIR 9 A. Cut wires shall be spliced by using a copper compression connector. 10 1. The connection shall be completely sealed against moisture penetration by the use 11 of rubber tape, vinyl tape and Scotchkote electrical coating. 12 B. Damaged or missing test station components shall be replaced by equal components. 13 3.5 FIELD QUALITY CONTROL 14 A. Field Tests and Inspections 15 1. All components of the Cathodic Protection System shall be visually inspected by t 6 the City prior to commissioning of the system. 17 3.6 SYSTEM STARTUP 18 A. General 19 1. The Cathodic Protection System shall be inspected, energized and adjusted 20 (commissioned) as soon as possible after the Cathodic Protection equipment has 21 been installed. 22 B. Equipment 23 1. All Cathodic Protection testing instruments shall be in proper working order and 24 calibrated according to factory specifications. 25 C. Commissioning 26 1. The commissioning of the Cathodic Protection System shall be performed by, or 27 under the direct supervision of, the Corrosion Engineering Firm qualified to verify 28 compliance with this Specification and with the referenced corrosion control 29 standards set forth by NACE International. 30 D. Method 31 1. Measure native state structure -to -soil potentials along the water line using the 32 permanent reference electrodes at each anode test station and a portable reference 33 electrode at all other test stations and at above grade pipeline appurtenances. 34 2. Confirm electrical continuity of the cathodically protectcd pipeline. 35 3. Energize the impressed cathodic protection system using initially a currect output of 36 one third of the rectifiers rating. Record course and fine adjustments. Record 37 rectifier DC current and voltage output. 38 4. Record each impressed anode output current using the shunt. 39 5. Allow sufficient time for the pipeline to polarize. CITY OF FORT WORTTI CITY OF FORT WORTH WSM-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102170 I 1 1 2 3 4 � 5 f 6 7 9 10 f 11 12 13 a 14 15 16 k 17 40 46 42 - 15 IMPRESSED CURRENT CATHODIC PROTECTION Page 15 of 15 6. Measure and record the "On" and "Instant Off' structure -to -soil potentials at each location after the structure has been given adequate time to polarize. 7. Adjust, if necessary, the Cathodic Protection current output at the rectifier to satisfy the 100-mV polarization shift criterion or the -850 millivolts-CSE polarized potential criterion as established by NACE International standards. 8. Record all pipe to soil potentials measured at each test station. 9. Verify that all electrical isolation devices are operating properly including flange isolators and casing spacers. 10. Verify that interference does not exist with foreign structures. 11. Perform joint tests with owners of the foreign structures (if any) and mitigate any interference detected. 12. If necessary, install resistance bonds to mitigate interference. 13. Interference testing coordination with the owners of foreign structures is the responsibility of the Cathodic Protection tester. E. Verification and Responsibilities 1. Contractor shall correct, at his expense, any deficiencies in materials or installation procedures discovered during the post -installation inspection. END OF SECTION CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY OF FORT WORTII WSM-C 102170 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-6.06.1) Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 CSC-4.01 Availability of Lands THIS ]SAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Server Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No, 102170 5' SANITARY SEWER EASEMENT PART OF LOT 16, BLOCK 163 ROSEN HEIGHTS SECOND FILING DANIEL W. CAMPBELL SURVEY, ABSTRACT NO. 358 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS Being a tract or parcel of land situated in the Daniel W. Campbell Survey, Abstract No. 358, City of Fort Worth, Tarrant County, Texas, being part of Lot 16, Block 163, Rosen Heights Second Filing, an addition to the City of Fort Worth according to the plat recorded in Volume 204, Page 75, Official Public Records, Tarrant County, Texas, being part of a tract of land described to Inspiring Gardens, LLC by Trustee's Deed recorded in Document Number D218150797, Official Public Records, Tarrant County, Texas, and being more particularly described as follows: BEGINNING at a point on the northeast right-of-way line of Northwest 27th Street (a 60 foot right-of-way) for the southerly common corner of said Lot 16 and Lot 17, Block 163 of said Rosen Heights Second Filing; THENCE North 46' 09' 00" West, along the northeast right-of-way line of said Northwest 27th Street, a distance of 5.00 feet to a point on the northeast right-of-way line of said Northwest 27th Street, from which the west corner of said Lot 16 bears North 46' 09' 00" West, a distance of 45.00 feet; THENCE North 43' 51' 00" East, over and across said Lot 16, a distance of 140.00 feet to a point on southwest line of a 20 foot alley, from which the north corner of said Lot 16 bears North 46° 09' 00" West, a distance of 45.00 feet; THENCE South 46' 09' 00" East, along the southwest line of said 20 foot alley, a distance of 5.00 feet to a point for the northerly common corner of said Lot 16 and said Lot 17; THENCE South 43' 51' 00" West, along the common line between said Lot 16 and said Lot 17, a distance of 140.00 feet to the POINT OF BEGINNING and containing 700 square feet or 0.01607 acres, more or less. Basis of Bearings: Texas Coordinate System of 1983, North Central Zone, NAD 83 (2011) EPOCH 2010.00, based on Real -Time Kinematic Observations utilizing Alterra's Virtual Reference Network. PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT. Brian R. Wade R.P.L.S. No. 6098 SHEET 1 OF 2 DWG NO. OO,OOOX 5460s 00'E 20' ALLEY ' N46'09'00 "W 195. 00" 5.00N46 09 00 "W 400, 00' 50.00 ` 45.00' PFC PFC 50.00' 50.00' BLOCK 163 I� ROSEN HEIGHTS 1 SECOND FILING �V VOL.04, PG. 75 WO.P.R. T. C. T. Q) cf�Q q o - O O O o 0 5' SAN1 TAR Y Nt o SEWER EASEMENT I O LOT 13� LOT 14 car 15 0.016 ACRES ' o QO p 3 LOT 16 O O � = h 3016 NW 27TH ST V) Lr) INSPIRING Q GARDENS LL C DOC. NO. D218150797 O. P.R. T C. T 50. 00' 50, 00' 50 00' 45, 00' pFC PFC N46'09'00"W 195.00' 0 15 30 60 N46 09 00"W 5.00' SL OCK 163 ROSEN HEIGHTS SECOND F/L ING VOL. 204, PG, 75 O.P.R TC, T. 1. 0 0 d LOT 18 LOT 17 1 0 3014 NW 27TH ST VICENTE GUTIERREZ VOL. 9668" PG. 1924 0. P. R. T.C. T. POINT OF BEGINNING N46 09 00 "W 400, 00' LEGEND (FEET) NW 27TH STREET 1 inch = 30 ft. (60' RICH)--OF-WAY) .. ........ PROPERTY LINE ------------- -..... EASEMENT LINE YClR5 ........ 1/2" IRON ROD W77H YELLOW PIA577C CAP STAMPED RLG INC" SET YURF ........ 1/2" IRON ROD WITH YELLOW PLAS77C CAP STAMPED "____" FOUND !RF ........ IRON ROD FOUND — / — .—... . CHISELED 'X" SET / FOUND PKF ........ PK NAIL FOUND (cm) ........ CON7ROLLING MONUMENT c O.P.R. T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TV PRELIMINARY, THIS DOCUMENT SHALL NOT DOG NO. DOCUMENT NUMBER VOL., P� BE RECORDED FOR ANY PURPOSE AND .., VOLUME, SHALL NOT BE USED OR VIEWED OR RELIED NW ... NORmWEST UPON AS A FINAL SURVEY DOCUMENT ------------------- HASIS OF 5EARIN05: TEXAS COORDINATE Brian R. Wade R.P.L.S No. 6098 83S�2D 1�EPOCH 20 0THOC CENTRAL ONNE NAD 5' SANI TAR Y SEWER EASEMENT REAL- TIME- KINFMA TIC ORSERVA TIONS UTILIZING PART OF NETWORK. DA TA SYSTEMS VIRTUAL REFERENCE LOT 16, BL 0 CK 163 CONTROLLING MONUMENTS: AS SHOWN, ROSEN HEIGHTS SECOND FILING RAYMOND L. GOODS'ON JR., INC. DANIEL W. CAMPBELL SURVEY, ABSTRACT NO, 358 12001 N. CENTRAL EXPY, STE 300 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS DALLAS, TX, 75.243 214-739-8100 rlg@rlginc.com SCALE 1 " — 20' DA TF 411JI2020 SHEET 1 OF 1 TEXAS PE .iREG #F---493 TBPELS REG # 100341-00 JOB NO. 1923.005 E-FILE 1923.003 DWG NO. GC®4002 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 i i FORT WORTH, I City of Fort Worth TPW - Material & Geotechnical Services 8851 Camp Bowie West Blvd Fort Worth, TX 76116 Laboratory Test Results For A Street Coring Project 8/5/19 Phone: 817-392-7920 Project: Wand SS Replaeemexit Contract 'WSM-C (Lead Services Replacement D3). CPN# 102170 Date Tested: 7/15/19-7/25/19 Requested by: Tony Shohola This report presents the results of street coring project for (Wand SS Replacement Contract WS10rI-C Lead Services Replacement D!3). Mr. Uday Bangale performed the cores, and subgrade lab tests. Mr. Zelalem Arega reviewed and approved the results. Sufiset Lane AtLena Dr' 1`u Scutt Rd HOLE # 1 LOCATION: 42S Sunset lane (E/4) 1.00" HMAC 9.00" Brown Sandy Clay w/Gravel 7.00' Brown Sand ATTERBURG LIMITS: LL: PL: PI: SHRKG: HOLE # 2 LOCATION: 130'S of Deavers (W/4) 1.00" HMAC 7.50" Brown Sandy Clay w/ Gravel 9.50" Reddish Yellow Sandy Clay ATTERBURG LIMITS: LL: 41.50 PL: 17.00 PI: 24.50 SHRKG: 14% HOLE # 3 LOCATION: 225 Sunset Lane (E/4) 1.00" HMAC 7.00" Brown Sandy Clay w/Gravel 12.00" Brown Sand ATTERBURG LIMITS: LL: PL: PI: SHRKG: Page 1 of 7 FORTWORTH City of Fort Worth ® TPW —Material & Geotechnical Services Phone. 817-392-7920 8851 Camp Bowie West Blvd Port Worth, TX 76116 HOLE # 4 LOCATION: 135' E Of Athena Dr (S/4) 1.50" HMAC 9.00" Cement Treated Material (899 PSI) 7.00" Reddish Yellow Sandy Clay ATTERBURG LIMITS: LL: 36.30 PL: 14.10 Pl: 22.20 SHRKG: 12% West Wood Ave (Sherwood Ave to Ed eiield Rd } HOLE # 5 LOCATION: 640 Westwood Ave (E/4) 2.50" HMAC 9.50" Gravel w/ Brown Clayey Sand &Asphalt pieces 5.00" Reddish Brown Clay ATTERBURG LIMITS: LL: 25.40 PL: 14.10 PI: 11.30 SHRKG: 6 % HOLE # 6 LOCATION: 617 Westwood Ave (W/4) 2.00" HMAC 10.00" Brown Clayey Sand w /Gravel & Asphalt pieces 6.50" Brown Sand ATTERBURG LIMITS: LL: PL: Pl: SHRKG: HOLE # 7 LOCATION : 32' N of Sherwood Ave (E/4) 3.25" HMAC 7.25" Brown Clayey Sand w/Gravel & Asphalt pieces 8.00" Brown Clayey Sand w/Gravel ATTERBURG LIMITS: LL: 22.10 PL: 13.40 PI: 8.70 SHRKG: 6% Page 2 of 7 j FORTWORTH, TP of Fort Worth TI'W —Material & Geotechnical Services Phone: $17-392-7920 8851 Camp Bowie West Blvd Fort Worth, `I'X 76116 Azle rive (N-196e Ave to Robinson t) HOLE # 8 LOCATION: 3004 Azle Ave (E/4) 2.75" HMAC 6.00" Concrete (5574) PSI 5.25" Grayish Brown Sandy Clay w/ Gravel 7.00" Brownish Gray Sandy Clay w/Gravel I ATTERBURG LIMITS: LL: PL: PI: SHRKG: JHOLE#9 LOCATION # 3022 Azle Ave (W/4) 3.00" HMAC 5.75"Concrete (4341) PSI 5.25 Brownish Gray Clay w/Gravel F i 4.50" Brownish Gray Clay ATTERBURG LIMITS: LL: 50.00 PL: 23.00 PI: 27.00 SHRKG: 17% 2V" S' T ( Liuug Ave To Macie Ave) #10 TION : 2920 NW 27TH St (W/4) 8.00" HMAC 2.50" Brownish Gray Sandy Clay w/GraveI 7.00" Pale Brown Clay IATTERBURG LIMITS: LL. 59.40 PL: 20.40 PI: 39.00 SHRKG: 16% HOLE # 11 LOCATION: 2900 NW 27T11 St (E/4 ) 1.75" HMAC 8.25" Grayish Brown Clayey Sand w/Gravel 6.00" Pale Brown Clay w/Gravel & Stone ATTERBURG LIMITS: LL: PL: PI: SHRKG: Page 3 of 7 FORTWORTH. City of Fort Worth TPW — Material & Geotechnical Services 8851 Camp Bowie West Blvd Fort Worth, TX 76116 HOLE 9 12 LOCATION: 2817 NW 27T11 St (W/4) 6.00" HMAC 6.00" Gravel & Stone w/Brown Clayey Sand ATERBURG LIMITS: LL: PL: PI: SHRKG HOLE # 13 LOCATION: 2806 NW 27TH St (E/4) 1.50" HMAC 12.50" Gravel & Stone w/Brown Sand ATTERBURG LIMITS: LL: PL: PI: SHRKG HOLE 4 14 LOCATION: 2717 NW 27TH St (W/4) 2.50" HMAC 11.50" Gravel & Stone w/Brown Sand 3.50" Brown Sandy Clay w/Gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG HOLE # 15 LOCATION: 2702 NW 27TH St (E/4) 7.50" HMAC 3.50" Brownish Gray Clay w/Gravel 8.50" Dark Gray Clay w/Gravel ATTERBURG LIMITS: LL: 64.9 PL: 27.00 PI: 379 SHRKG: 20% Phone: 817-392-7920 Page 4of7 FORTWORTH. OLE#I6 OCATION : 2604 Loving Ave (E/4) City of Fort Worth TPW — Material & Geotechnical Services 8851 Camp Bowie West Blvd Fort Worth, TX 76116 Loving Ave ( NW 26""' St to NW 28 "St) 2.75" HMAC 9.25" Gravel w/ Brown Sand 6.00" Brownish Gray Sandy Clay w/Stone ATTERBURG LIMITS: LL 49.50 PL: 20.70 PI: 28.80 SHRKG: 16% ROLE #17 LOCATION: 2625 Loving Ave 4.00" HMAC 9.00" Brown Clayey Sand w/Gravel & Stone 3.00" Brown Sandy Clay w/ Stone ATTERBURG LIMITS: LL: PL: PI: SHRKG: #18 TION : 2706 Loving Ave (E/4) 2.00" HMAC 10.00" Yellowish Brown Sand w/Gravel 4.00" Brown Sandy Clay w/Gravel & Stone ATTERBURG LIMITS. LL: 31.30 PL. 13.90 PI: 17.50 SHRKG: 10% LE#19 CATION: 72' S of NW 28Th St (W/4) 3.50" HMAC 8.50" Crushed Rock w/ Brown Sand TTERBURG LIMITS: LL. PL: PI: SHRKG: CoFunib us Ave (NIV20th St to NW 22nd t) Phone: 817-392-7920 Page 5 of 7 TPW — Material & Gcotechnical Services Phone: 817-392-7920 8851 Camp Bowie West Blvd Fort Worth, TX 76116 FIOLE # 20 LOCATION: 2118 Columbus Ave (W4) 2.25" HMAC 5.75" Gravel w/ Yellowish Brown Sandy Clay w/ Stone 8.00" Brownish Gray Clay ATTERBURG LIMITS: LL: PL: PI: SHRKG: DOLE # 21 LOCATION: 2104 Columbus Ave (W4) 2.5 0" HMAC 7.50" Yellowish Brown Clay w/Gravel & Stone 6.00" Brown Clay w/Gravel & Stone ATTERBURG LIMITS: LL: 35.50 PL: 16.50 PI: 19.00 SHRKG: 12% JOLT♦; # 22 LOCATION: 2019 Columbus Ave (W/4) 2.25" HMAC 11.75" Brownish Gray Sandy Clay w/Gravel 5.00" Pale Yellowish Brown Clay ATTERBURG LIMITS: LL: PL: PI: SHRKG HOLE # 23 LOCATION: 2104 Columbus Ave (E/4) 2.50" HMAC 9.50" Brownish Gray Sandy Clay w/Gravel & Stone 4.00" Grayish Brown Clay w/Gravel & Stone ATTERBURG LIMITS: LL: 34.00 PL: 15.90 PI: 18.10 SIIRKG: 10% Page 6 of 7 FORTWORTH. City of Fort Worth TPW — Material & Geotechnical Sei vices 8851 Camp Bowie West Blvd Fort Worth, TX 76116 Phone: 817-392-7920 Page 7 of 7 GLOBE Engineers, Inc. Geotechnical * Environmental *Materials Testing LABORATORY RESULTS FOR PAVEMENT CORING AND PLASTICITY INDEX ANALYSIS February 7, 2020 Zelalem Arego. PhD, PE, PMP City of Fort Worth 88S1 Camp Bowie West Blvd Fort Worth, TX 76116 STREET CORING SERVICES CPN- 102170 NW 27111 / W Long Intersection NW 27"' Street City of Fort Worth, TX Project No. 203002-01 This report presents the results of the Street Coring Services for two streets listed below. Each core includes the approximate depth of pavement plus approximately 8 inches of subgrade. Subgrade has been identified with soil classifications and tested for plasticity index and analysis if applicable. Street Eotation L-.s,15 Intersection Street Length (I,F) number aF Cores NW 27t"/W. Long Ave. NA 1 NW 271h St Made Ave to Robinson St 644 2 We appreciate the opportunity to be of assistance on this project. Please feel free to contact us if you have any questions or if we con be of further service. Sincerely, Globe Engineers, Inc. Firm Registration No. F 4042 Fay Saremi, PF, PMP Principal/ Senior Engineering Manager 7524 Sand Street, Fort Worth, TX 76119 4 Office: (817) 284- 5151 ® Fax: (817) 284-5154 Globe Project NO 203002-3 ---- Page i ~f GLOBE Engineers, Inc. Geotechnical + Environmental ®Materials Testing LABORATORY RESULTS FOR PAVEMENT CORING AND PLASTICITY INDEX ANALYSIS 271" Street From Mac le Aire To Robinson St Stmet Length: 644 ft CoHng Interval: 300` No. of Cores; 2 l Coring Igo_ 1 3016 NW 27t1' St (SB) Location: 1.5" Asphalt Strata from Subgrade: 6" Crushed Concrete 12" Light Tan CLAYEY SAND (SC) 3" Brownish Orange CLAYEY SAND (SC) 2" Light Gray CLAYEY SAND (SC) Atterberg Limits LL: 25.3 PL: 18.6 Pl: 6.7 (Light Tan) LL: 25.6 PL: 18.8 PI: 6.8 (Brownish Orange) LL: 28.7 PL: 19.2 PI: 95 (Light Gray) 2 3004 NW 27th St (SB) Coring No. Location: 2.0" Asphalt Strata from Subgrade: 6 1/2" Crushed Concrete 8" Light Brown CLAYEY SAND with Gravel (5C) 5" Dark Brown SANDY CLAY (CL) Atterberg Limits LL: 25.4 PL: 18.6 PI: 6.8 (Light Brown) LL: 32.8 PL: 19.2 Pl- 13.6 (Dark Brown) 7524 Sand Street, Fort Worth, TX 76118 # Office: (817) 284- 5151 ♦ Fax: (817) 284-5154 --- Globe Project NO 203002-3 -- Page 2 Coring Nno GLOBE Engineers, Inc. Geotechnical ♦ Environmental +Materials Testing LABORATORY RESULTS FOR PAVEMENT CORING AND PLASTICITY INDEX ANALYSIS 27"' Street W. Long Ave Intersection 3 Location: Long Ave / NW 271h St (West Center of Intersection) 3 %" Asphalt Strata from Subgrade: 8 %" Concrete 12" Dark Brown SANDY CLAY (CL) Atterberg Limits LL: 34.6 PL: 19.4 PI: 15.2 w ++ • ,,.� `.yam der ;4. l l'sti •.lr` �= V-� �' �C__fa /I .� � /� �� S f *#jpy ,v j I� _i ]] /s. �•4 (,'It H Y OR FORT WORTTFXAS /s WATER DEPARTWNT fi N � � � � � <.t ` f ::� • : �: �`. vrssraN� ia�wC�.u>ax� ri •r •.. EF�f , + 0 .r f f� OVERALL WATER L1YOR" `SSA- yl.F rr k a Mi ZZ >tti[ vC,,rtG�a&aN rnerlC a '„ HW.irirc EY,ImACK ALC.YG LGnG aVtl - � = m CUURGC 414INI[l ND. a CGWic�Sf� Cf Nn, £ - CpY Wh1CA BASGMAV o£W8-at£ a rwb-t,i CIIY W NI fl NG. MJFJ08, 11Y • r�_ 7524 Sand Street, Fort Worth, TX 76118 ♦ Office: (817) 284- 5 15 1 b Fax: (817) 284-5154 Globe PTojcct NO 203002-3 ---- Page 3 GC-6.06.D Minority and Women Owned Business Enterprise Compliance pliance THIS PAGE LEFT INTENTIONALLY BEANIE CITY OF FORT WORTH Addendum No. 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 F'O RT WO RT lH TEMPORARY REVISION 4/6/2020 (COVIM-19` City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If the total dollar value of the contract is $60,000.01 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 COALS The City's MBE goal on this project is % 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. SBIE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000.01 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. fleet 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. SUBMIT— I AL OF REQUIRED DOCUMENTATION The applicable documents must be received by the by the assigned City of Fort Worth Project Manager or Department Designee, within the following times allocated, in order for the entire bld to bo considefed responsive to the Weckflcation . Ike Ulfamp shall EMAIL the MSE dcrurrxenliflIon to llIa a5slgp*d City of Fon Workii Project Manager or ❑epariment Designee. A faxed 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. rood 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 subcontractin /su ppiier 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 ogening 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 DOCUMENITATION! 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 Office of Business Diversity at (817) 392-2674. Office of Business Diversity Email: mwbeofFce@fortworthtexas.gov Temporarily Revised April 6, 2020 due to COVID19 Emergency Phone: (817) 392-2674 ATTACHMENT IA Page 1 of 4 FORT WORTH NAME: City of Ford Worth Office of Business Diversity MBE Subcontractors/Sul2pliel<s Utilization Form Check applicable box to describe Offeroes Certification PROJECT NAME: -- NON-MNV/DBE Water and Sanitary Sewer Replacement Contract 2019, WSM-C ein DATE May 21, 2020 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 6 % ova 102170 Identify ill subcontractors/suppliers you mill 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) fisted in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1 st tier, a payment by a subcontractor to its supplier is considered 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 goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bonafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) and the Dallas/Fort Worth Minority Supplier Development Council (D/FW MSDC). If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at feast one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operated, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 2/13/19 FORATTACHMENT 2 of 2of4 4 Offerors are required to identify &L subcontractors/suppliers, regardless of status; i.e., Minurlty and nvn-MBE:.. 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. i SUBCONTRACTOR/SUPPLIER Company name M W n Detail Detail Address i g a Subcontracting Supplies Dollar Amount Telephone/Fax e E NI Work Purchased Email r B Contact Person REW �m �o RM Rev. 5/15119 i ATTACHMENT IA S r Page 3 of 4 Offerors are required to identify ALL subcontractorslsuppliers, 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 VIBE goal. N - SUBCONTRACTOR/SUPPLIER ° Company Blame T M w n Detail Detail Address i IS a Subcontracting Supplies Collar Amount Telephone/Fax a E R9 Work Purchased Email N Contact Person E i Rev. 5115/19 FORT WORTH ATTACHMENT IA Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers 1 Total Dollar Amount of Non-MOE SubcontractorslSuppliers ! TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLirmS 1 The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Office of Business Diversity through the submittal of a Request for Approval of Change(Addittion 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 changeladdition 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 Title Company Name Address city/Statelzip Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 Printed Signature Contact Name/Title (if different) Telephone and/or Fax E-mail Address Date Rev. 5/15/19 FORT WORTH City of Fv t Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form ATTACHMENT I Page 1 of 1 OFFEROR COMPANY NAME: I Check applicable box to describe Offeror's I I MIW/DBE I I NON-Mlw/DBE I Water and Sanitary Sewer Replacement Contract 2019, WSM-C a"' 2 May 21, 020 MOE Project Coal: I Offeror's BABE Project Commitment: 6 % ' % I 102170 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 1 C. This form is only applicable if bAth answers are yes. Failure to complete this form in Its entfrety and be received by the Purchasing Division no later t.hgn. 2:40 p.m., on the second City bashiess day Blei bid openilnin, exclusive of the bid opening date, will result In the bid beirig con siuderred non -responsive to bid Specifications. Will you perform this entire contract without subcontractors? YES I 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 operational profile of your business. no Will r you perform this entire contract without suppliers? - - YES - If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment thereof and any proposed changes to the original MBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) ear. Authorized Signature Title Company Name Address City/State/Zip Printed Signature Contact Name (if different) Phone Number Fax Number Email Address Date Office of Business Diversity Rev. 5115119 Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 FORT WORT-H City Of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form COMPANY NAME: AI`iACH41} ENT 1C Page 1 of 4 Check applicable box I MM/DBE I I NON-M/W/DBE I !dater and Sanitary Sever Replacement Contract 2019, WSM-C O'" "A'r May 21, 2020 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 6 % % 102170 0 If the Offeror did not meet or exceed the MOE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the NIBS 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 with 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 clay after bid opening, exclusive of bid opening date, will result in the bld 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 FIB On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. additional streets. if List of Subcontracting Opportunities I List of Supplier Opportunities Rev. 5/15/19 ATTACHMENT IC Page 2 of 4 2.) Obtain a current (not more than two (2) months old from the bid open date) fist of MBE subcontractors and/or suppliers from the City's Office of Business Diversity. ❑ Yes ❑ No Date of Listing 3.) Did you solicit bids from ROBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? ❑ Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) ❑ No 4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? ❑ Yes (If yes, attach list to include name of MBE firm, ep rson contacted, phone number and date and time of contact.) ❑ No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? ❑ Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" ❑ Nodocumentation may render the GFE non -responsive.) 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.) ❑ M© 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 ©r 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. MOTE: The Offeror must contact the entire MBE list specific to each subcontracting and suppiie opportunity to be in compliance with questions 3 thru 6. 7.) Did you provide plans and specifications to potential MBEs? ❑ Yes ❑ No G.) Did you provide the information regarding the location of plans and specifications in order to assist the MREs? ❑ Yes ❑ No Rev. 5/15/19 ATTACHMENT 1 C 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? (If yes, attach the information that was not valid in order for the Office of Business Diversity to address ❑ Yes the corrections needed.) ❑ No 11.)Submit documentation if MICE 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 necessa , and attach. Company Name 1'ele hone 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 ririlay 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. 5/15110 ATTACHMENT IC Page 4 of 4 The undersigned certifies that the information provided and the MBE(s) listed wastwere contacted in good faith. It is understood that any MBE(s) listed in Attachment 1O will he contacted and the reasons for not using them will be verified by the City's Office of Business Diversity. ,authorized Signature Title — - Company Name Address City/state/Zip Office of Business Diversity Email- mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 Printed Signature Contact Name and Title (if different) Phone Number Email Address ©ate Fax Number Rev. 5115/19 FORT WORTH CITY OF FORT NORTH MBE Joint Venture Eii 'bility Form All questions Faust be answered, use "NIA "if not applicable. Name of City project: Water and Sanitary Sewer Replacement Contract 2019, WSM-C A joint venture form must be completed on =h project RFPBid/Project Number: 102170 1. Taint venture informntinn- Joint Venture Page 1 of 3 Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail 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 hint venture MBE firm name: Non -MBE firm name: Business Address: Business Address: City, State, Zip: City, State, Zip: Telephone E-mail Telephone E-mail Cellular Facsimile Cellular Facsimile Certification Status: Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: I Describe the scope of work of the non -MBE: I Rev. 5/15/19 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) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day -today management and decision malting of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating - --Marketing b. and Sales - ----------------------------__-__ c. Hiring and Firing of management personnel — d. Purchasing of major equipment — and/or supplies Supervision of field operations The City's Office of Business Diversity 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 amountslpercentages change from the originally approved information, then the participants must inform the City's Office of Business Diversity 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 BDB Ordinance. Rev. 5115/19 Joint Venture o-.-- -2 ..r o 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 MHE firm Name of non -MBE fine Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Bate Date State of On this Notarization County of day of 20 , before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 (seal) Rev. 5/15/19 GC-6s07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised lily 1, 2011 City Project No. 102170 F 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) 4 CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 i Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 f Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 ' Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician I $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 + Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 `. Laborer, Common $ 10.72 Laborer, Utility $ 12.32 z Loader/Backhoe Operator $ 15.18 I Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade 1 $ 17.19 l Motor Grader Operator, Rough i $ 16.02 Off Road Hauler $ 12.2S Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 I Reclaimer/Pulverizer Operator $ 11.01 " Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 GIB-01 60 ®o Product requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTII Water and Sanitary Scwcr Replacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019, WSM-C Revised July 1, 2011 City Project No. 102170 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED: 2-29-2D12 STANDARD PRODUCTS LIST ailll!mvml Slser Nli, Qjlmwlf 11641:i — k4lalhatfili'IWir Y Sindel Nil, kVotlnnyl tip¢ _ WASTEWATER Manhole Inserts ° CJ-14 M;whNe lnsen Khnlltfn hiwlr Knot— I" Order-I'tl,ric AST&J 1)1249 For 24".Lt IJ-14 Manhole Insert _ .1ib111,.i9i1.1;Rvti�, isW,t ni fl;Ikr.Yi.11. Fvonow-lntlow Made(.-Wder- Plastic ASTM 1)1248 Fn124"dla- W/23196 6I-14 Manhole Insert _ Snmhaacster+i Packing & seals, Inc. LifeS;wc-Sminlrss Steel 24'di. — - 09123/96 IiFE4 Manhole hiFcrl _-. _ __F'ar saulhwcstern Packing& seals, Ira:. Ted—lnk- sWnkss S1.1 Fm24"dia Manholes & Bases/Fralnes & Cuvcrs/Rectan ular - ' M:mhule Frames and Cnvcrs -- - - Nvcslen, [,on Nyurkx, Bass & Hays F ondry 1001 Wx,10" W D Matilmle Frames mv1 Covers Vulcan Foundry 6780 24"x40"3VD I Manholes k RaReclFrnmrc .& (R-ind) I I I I ° E1-14 Manholc Run— and Covers NVcacna Imo Works, Bass &Heys Foundry 30024 - 24" Dia_ LI-14 ManjWc Franes mid Covers McKinley Iran Works Inc. A24 AM _ 24" Din. EI-14 M;uihole Frames and Covens _ Nmnah Castuig 24" Dia. lit-I4 Mnnhnle [ianres and Covers Vulcaa Foundry 1342 ASTM A 9$ 24" Dia. --.--- EI-14 Manhole Frames at>d Coves __.-- Signia L'orQomnon _ Mll-144N _ E1-14 Manhulu Primes and Cavcrs _ Sig w Corporation _ Pnnt-A-Mnasapn MH-143N GTS-STD 24-dia. MA - Manlipfc Fames anJ Cnvcrs Manhole Frames and L'ovc;s Et-t4 - Nwinh Cim ing _ 24" di. - 7125103 E'1-14 __ Manhole Fnnle ;md Co— 30" DI hot Runt; and Cover _ _ saint-Gahain Pfmu-(Parnwj,cxus} RE32-REFS _ 3C7"1)ia. _ 41/31ff46 T71-14 i:am 3ordatt Iron Works V 1432-2 and V1483 Designs _-- A.-I&I I'O 1,1306-04 30" I)m 1111010 E1-14 W' DI MH Ring;md Cnvu _ ,40" DI Ail Ring and ('nmr ._ , - - Cp�rnrannn 101I16511-MIN MIN 16502 3u, mD 9710111 FI-14 _Sigma _ _ Srar Pi I'rad_urts MIJ32FTWSS-DC 30" Dia oR1101r I - E1-14 3w Ill MII Ring and Cover - An-.ucist _„-- 220700 Flc;)vy Duty with Gasket Rutg _ 30" Dia _ Manholes & Bases/Frames & Cnvcrs/Water T_ ip_ht & Pmssure'1'ipht Et-14 MazJzple Pranres ;uul Covers _ lino -A -Monson Pannighl 24"Dia. _ n1-14 EI-14 _ E1.14 Manhole Frames and Cnwc N—A Cn_st5zc _ Vulcan F..,,," W Imi rmn Works,Bass & hays Foundry 2342 300-24P ASTM A 4S 24"F)in. _ _ 24" Dia. 24" Dia. MaiJmlc rm.uc :md Cnvcrs M;uihole Frames and Covers E1-14 Manhule Frames and I:overs McKinley Imn Works Inc. W 1'A24AM 24" Dia. U31DBIM G1-14 Manhp]c Fratnss;ual Cu,,.- - Accurast RC-2100 ASTMA48 24"Dia. 04l20101 _ El-]4 Manlmrc Frames ;md (' . -om - S—.11— hvlusldcs 1'ri-w Ltdd 300-24-23.75 Ring anCo— ASTM A49 24" Dua- _, -... Manholes & Bases/New/Components A -hi Ko o K.K. Adeka Dltra-Seal P-24)1 ASTM D224(VD4121)792 v723197 Urethane Hydrophilic Ww,wp 041M00 _ _ OlTsra Jrrim fpr4' lliam. Mll Itansmr Conmtc Products D awing No. 35-0018-00l 01t26fix) ProtlJe Gasket for 4' ih-, MH. HD11F Manhole adjusunent Ring _ _ -_ Press -sea[ Gasket Cn ). 250-4G Caskel ASTM C443IC-361 _ SS Mil If26199 _ - -. _._.. ladtcch_ Inc — IMPE Adi-i nt Ring Non -traffic area 'AND5 MaaJiolc Exicmrd war Canuxa - CPS Enca aulwiva Sesicm - Manholes & Bases/New/Precast Concrete EI-14 Manholc. Precast Cotxeele fly&. V.M.ii Corp SPI. hem W49 ASTM C 478 4T 1i1-14 _ MonEmle- Yz—v Cole --- Wall Cpnerete Pipc L'n. luc ASTM C-443 _ 48" _ E1-14 M2n1.01c, P.-11(...lot. 11—on.(f.11-dy Giil"oW-Hill) _ _ ASTM C479 4R" DRf2fi11N1 � MII, Single Oifsc[Scal Joint [hmsnn TpzeFDmg 35A(k1R-00t ASTM C97R 48"Ui.m M[I 11912319h E1-14 Munhple ] 1 L Ic Co;K cl I d 1lnc, 48" I.D. M:mlmre w! 32" Cote ASTM C478 4R" w132' cone 1 WIV06 Et-14 Nanl;cl••I,-mrunrcic Tirc Tu - (. l-any -- 4S" tF) MaL.W1c w724"GiaT ASTM('41R .18, 10137.'06 1;1-14 Mauhe, Prttest Lr ncnde MmJmle, lrr_casl (Reinfnmc Pplyrn.gCencrvte _.. -, Old—tle I rexast Ex. 4R" LD Afanh.ale wl24' Cz+rig ASTM C 473 48" ❑iamu 24' Ruzg U61(N9110 7?I.14 L°S Coax osim Pipe Kcinfurecd L'nlynact Cm)crdc ASTM C-76 43' m 52" Manholes & Bases/New/Fiberglass 12Crf99 Fiberglass Manhole Fluid C-min... n. Inc_._ Flowtite ASTM 3753 Non-1at(lica rea ONYWt16 1'ibs:*glnti< hl:uilade L.I-. Mmzufaciurm:_ N(sn-Iraff;c area Manholes & Bases/Rehab systems/Cementilious M-W M;mhole Rchab Syucros QuaJt's tit lanf Cc. M uc oats. 1-. R Omer MSP 07123/01 E1-14 M mhule Rehab Systems 41201U1 E1-14 EE-14 M iholc Rchab Systunrs Mmzhorc Kchah System A1VAt 1ffin. Strung S I iysictus Strong Scal MS2A Rchab System 5112103 8l_14 Manholc Rchab Sym-, Lienend Cana nr Repmr - 1'oty-tnplcx Tednioingics Mil repair prnduci wslop infriintuon ASTM D5813 - /1;ii113,4 141-rKrcie 1,1-1n611 Viu1'1 i'ulyesicr Rrpmr Prnducr _ _ _ Misc. LTse - Manholes & Bases/Rehah Svstems/NoL]Cenlentilious S a Sun Cnnst -.... _ Chc+mrlcu R'arrcn l'avnunrn ntal -.. ('unzfd mur Modified Concrete _S ra WO Pnlytttalte Cooling - ure - Atc 791- S 11111. S L S2 R-Sill anc[9J-lr)I SLS-71)SoluL tipuxy ._ ASTM D639JD790 Acid Kes_is_cmec rest Scwcr Applicatnms Scwcr Appliaalumv Sc—, Appiksm"",.._ 0.1011% ].1-14 s E1-14 131 r31l0F, - - %2801006 0130A06 Pi e/New/Centrifu Manhp]e Rcliah Systems -_ Munh@c Reh;ih ,Systems Fnatingx rz¢ Cnnnssnn Protcsunn - Coatinoa Lor Cnnasu?n Pmmainn ... Cnaiin_ 1nr Cono.ion Piviectsnn gall y Cast Fiberglass Reinforces[ Pi e/Pot 7/21/'37 - Cc�n-c,", 1-ih lass-__ Ilnhas Pip. IJSA. Inc_ Elnhas Pi oc (Nun-Pnssurc) ASTM D32fi21D3754 10130I03 -- Plnwritc Anntech USA Prepared 2/29/20121 Page 1 CITY OF FORT WORTH WATER DEPARTMENTS UPDATED: 2.29-2012 STANDARD PRODUCTS LIST Allpruval Spue Nu. Qnmifdralliku MiilUIfuclul'I:r piudeliQi4 NaL[Eim I.NpL4t Sia 031221IG Pihcrglasc Pi,c Ananm i onusirand Hrmr ripQ ASAi 6i_I; +ria+n•z 4'141(J5 CsSAo; if) Poly— Mcdificd G,,—w Pipe Amitecl) t?SA Nlaycl Poly xmo• Pip.• _ Rr fo—I Poly.". tuner., Pip, AN fill (:33. A276. H-1 AS3'M C-76 3" to I LM', Clsss k 1-1 A 14 imton,J P lyiwr Cm,, Ic Ili US Cnnywsn.Pi c Pipes/NewlCDncrcte El-o1 i s-04 Conc. Pipe, Reinforced C.- Pi o, ltoinfurcul Wall Cancrete Pipe Co. Inc _ hydro C.ondnit C —IiU, Gars I11', &G. RI'L hun 477 ASTM C 76 ASTM C 76 7.l-D4 C"" PE,.,R.Enrm—1 lia„snn 11--fe Nmf,u Is SPI, II.m 495-Mm,h.le, 41M Pip. ASTM CM M-04 I Cunt Pip., Rcmf.—d Concrete Pi c & Produces Co. Inc. AS I M C 76 Pipes/New/Ductile Iran El-{X Dunil. Iron hp. Griffin Drip. Prrduces, C.. Sup"Pell-Tile DXUIc 4- Pressure Pipc. AWWA (71511, (71 It 3"fhm 24" Ei-O6 Duaile Imo Pipe ] )ucl la Iron Pipe; American lYucti1, Imn Pipe Cm U.S. Pipc and Foundry Cu. An--I'aatite Pipe AWWA C1511, C15I AWW A C150. C151 4".8"A10" E1-06 -file Imn Pip. M.Wan. Cast lrnn Pip. Co- AWWA C151t('151 Pipes/New/PVC (Pressurel 12Y02111 E]-24 AR-14 PVC Pressure Pipc Pipdife Jceatrcam PVC Pressum Pipe AWWA C900 4"iku 12" Pipes/New/HDPE (Pipe BurstinF/SlipliniW high -density pnlycthyleu,e pip. Phillips Dd—pip., hoc Dpeicnre Duc[ile Pnlycdiylcnc Pipc ASTM D 12,18 N" Hi h-densil olyelhylene pipe 111exco hie. ASTM 1) 1248 N" - Ihgh-density pnlycdlylen. pipe Polly Pipc, Inc ASTM D 1212 6" i:SR hydro Conduidr.IoeimtI Systems _ _ McConnell 15Pu Gedarg—nt___.. AS I'M D 1246 Pi e5/N w/PVC' I IAMN8 Ef-11 PVC C—gated Sewer Pipe ('.antedt Calswcfiwl Products, Inc Cmnech A-2INA1 Sewer Pipc ASTM F 949 8" Ihm 36" _ EI-3l__ Pvc c.—I;±tW Sewer Pipe U DoorM Cem any_- infra— -__ AS rM F 1109 24' to l6" OnFy (15imiw E1-31 PVC' C—ngw.d Sewer Pil'c Disim,nd Plastics Cotp.ratinn C ORR 21 ASTM F 1),19 �T' 1. 36' ono, E1-25 PVC Sewer Pipe U-1'-1 lndusvies ASTM D 3034 4" Ihm 12" I7.].25 PVC Scwu Pic Ccnain-Tcal Pnoducls Cop ASTM D 3034 4" ihru 15' E1-25 PVC S.wcr Pipc Nap- Manuracru ing Cnrp ASTM D 3034, D 1784 4" & A' s E1-21 PVC scwu Pic J-M M;mldac(uring Com any Inc- ASTM U 3n34 4". IT 12123197- E1-27 PVC: Sewer Pip. Diatm„ dPlesti. L'orprnaeion SDR-26 an3 SDR-35 ASTM F789, ASTM D 3034 4"Wm IT' Ei-27 PVC Sewer Pipe Lamson Vylon Pipe ASTM P 789 4" thm IS" E1-25 PVC Sewer Pi . E.I.MOn Tcelmalogic, Inc ASTM D 3034 81. 10" 1 Ill 11.98 E1-28 Pvc seam 1'i a Db—d l'laslics Co oration "S" Gravity Sower Pic AS I M F 679 1 d" 1.77" _ El.29 PVC Sewer pip. J-M Maaura.turinp Com any,1- ASTM F 679 ! 8" .27" 111I2199 09)26f1 i E1-29 E100 2 I'VC Truss Pipe ekucd 1'ronlu PVC Pip, Cnntedi Consnuctien Products, Inc Lanistai Vylnn Pipc Conlech PVCI'r— Pipe Cadmi Vylon H.C. Clow Profile A.s'I'M D 2680 ASTM P 794 8" lh—,g, 15" 18"In 48" I1117,99 O5"W115 E1011-2 Closed Pmtile PVC Pipe Nn11 Pip. Dw—d Plssfica(7.rlwlation ion ASTM iso31P794 VS 46 ASI M P-679 IA"to48" 19, m 49, {i:7f:7Jll[S I,I:� PVf-Sr.xr rpinlrk n.I-Rs Py f:s. ya ruamp iiantie 1MtiellgrlkI&C '4[Ik-_"r• 114f 511k 1} 4fafL171 mwb!, ,a�ihl lJ i111i. 1J J'J14,rei •Lt W} "MS—NIWFE6w xrw It m[ j 4"-IS" Pipes/New/Ribbed Open Profile Large Diameter 091'6191 OV2601 E100-2 Ii100-2 PVCSewerl'ipmIlihhed PVC Solvl.rf i c, Rihbul Lamson Vylon Pipc I,xtrusmn'I'cehndog,w, Inc Canon Vylm,ILC. Closed Pmtile F'ip., 1111r,I Rib Up- Pmedc Scw,rr Pyc ASTM P679 ASTM 1:671) IR"1.48" IF" to 48" E](10-2 PVC Scar Pipe Rihhcd Up—, ETl Company 11f I(vu) f1:311)2) Poly r.l yl,, fl'i')Scwur Pi.e-Dpvbl, l5•;111 Adv'antty317Rlin:V_L'C$YStUfnS(AI)SI .S:,m km fill lV;,Ii 1� IM I-I1?h 24, 11), I €110710 [Hillil-2) Poly propyl— 11'P),.;—. Pipe_ ri ip]. Wa11 ndvanmi Draioag,Sysl.ms(ADS) Sm,ff he hp T, iple want Pip, ASTM 1:'64 30' (fl" ERf16;1 I Sled Reinti;r.;ed Pchelh)fen. Pipe C'ae1'ech ('nnswceinn i'rudacis lluonaza ASTM F 2562 24" u, 72" " PiueslRehab/CIPP Qin i iu Place Pi x: Insdufonn Tex;uk, hx: nS7M P 121(, 05M3199 _ 01129)96 LLn.d h i ,ce Pip Cunxi u, ] i,.- l i � _ _ _ Nntto 1 Envimle 1i (imup R:nulds (ilrer lfSn) National I-M— (SPL) Item N27 Ilnr'Iulcry ASTM 12-12161D-5813 n5'M P17.1. 6 Pipes/Rehab/Fold cSr Form Fn1d d Form Pip. ..... Culhmn Pip. s t .. s, Inc 11103/98 Fold --]Form Pipe Fold d 1 orm Pip. e Insituform'1-echimlogies. hx:, A,-,iam Pi • & Phvics. Inc In-m1.fonn"NuPlp&' ASTMF-15111 _ _ Dcirx,. Puq'u�- 121011{81 064111{13 _ - Fold and Fnnn Pipe Po1d dad Form I'i a lllvaliner _ _ Mdlcr 1'1 cline: Co _ _Ulua]iner PVC Alloy Pipeliner bA Mcdu,d - AS rM F-Got. 1171.1867 AS I M F-G(f1. 1;-I947 Up m 18" dimiumr Pipe E,nlarcment System (Method) PIM System PIM f'nrporuimi P.I)wihyl.ne PIM Cnrp_. Pi —a Way, N 1 _ nppn,—d Previously Aicconncll Systems McLat Consnuc[ion -1'.lya l.ne Poly.lhy]ciic I'-"' L Texas Calgary. Ln rull, Approval I'—m-ly n , val TRS Systcnis Tn.nrldcss It • hoc,, i,nl Syslcm Pipe Casmy Spacers i I 11Wf[72 []2f02!)7 - - - -Stainless Stce1 Iii 3 Casing Spacers Sfrel Casnig 5lincer _. - __. _.. Advauuod Products and Sysfn. Inc- Advnnccd Pmdnuc.n,rl Sysecnrs. Ina Carhun SIm] Spaccn. M1Wda1 SI .l'mvii— Sind Sp.i YMrnk]SSl N122187 (lusins Spacers Cascade Wal—L, Manufoaming (7.,mgspacers I r1f1411() (p)f1411O '1Win10% SIkli CPU., Cn:ned Stria Casio Sparcrs Pipdinc ,.iGI;tad IP-IlEmir Pipdinc Seal aid hrsidalur -.la'ml— tili'd Ca"", Sjs,ftxl Cancel SlccE C:nin.tipec;us I:p IU 4.t" E'p In 48`<I><2> lisle I'll fl Coati Ims Sfni,i— Sta;l Ca,m, Spoa-r PoH•vlse:d 41; 10 1 1—k UP to 48",11,11 02125102 Ernx Liuin�.S .1cm .l'au.ieiscn, Inc S--G„r,121 ORS Ln {'nmvy Hznr.l..i3 Prepared 212912012 Page 2 CITY OF FORT WORTH WATER DEPARTMENTS UPDATED-2-29-2012 STANDARD PRODUCTS LIST FAmI1 OV31.1 tilxc Nbr, tl;J544iiJi!MI h NJ u111J 11,E Inr-T 411 irl ri NGr NwIl ikiAl Spor RIn 1711411]] 1 mylining .System Rinker Materials Enech 203O and 2100 Series GV14105 humor Dundc Lori Pipe Coaliug 6nlumn Nu-w 401 .4SI-M11-117 Dunilc Iran Pipe Only WATER Pipes/Valves & Fittings/Comhination Air Relcase EI-1 l Comhination Air Rd— Valve GA Indnslriue, Inc. Grnpirc A€r and Vucaum Valve, Model 935 ASTM A 126 Class ©, ASTM A ]"& 2" F.1-11 Com6imdiou Air Rcicnsc Valve Mnitipl- M:muf Haring Co. _C_aspin Air and Vantum Valves, Model N, 112", 1" & 2" EI-11 Ccunhinalinn Air Relcase Valve Valve and Pri era rco . APCO #141C, VI 45C and 0147C 1'- 2" & 3" Pines/Valves & FitttBesMuctile Iron Fittings -AWWA 053&C110 07f23192 EI.07 jbwlle Iron Fiaiogs - _-- Sur Pipe Prad-u, Inc. Mechanica[Jninu'clings _ 1u7 Duclae loon Finings GriM pi Products. Co- Mechanical Joint Fittings AW%VAc l In x LI-07 [hidile Iron Hump Dunile Inut rRU-s McWa—rFyler Pipef lhoion Ihiiitres Division Mecranical Joint FiaingS, SSB Class 350 AWWA C 153, 7 1lQ C 1 l I _0_5714198 El-07 Mni-Flmlee Series 1500 Circe Luck Pipe ResminU O8110198 El-07 MJ Fiai-M, Dusaile]roo Joint Kesuanns Sigma, Co. (]lass 350 C'-153 MJ Fittings AW\yA C153 AWWA CI I liC15,1 4" - 24' 4' to V' 05114J98 F.1-07 Ford Meter B.. G:. M-Flange Series 1500 Circle -Luck I JAYfl14 �OR29112 E]-07 Ductile Iron larnl Rcarrainrs _ One Tick. Inc- _ One MA Rol.dned Joint Filling AWWA CI I M717WC153 4" to 12" 33-11.11 Dwelt Iran Pip. !Dint RaWamt ]run.Inc. hlega£ue Series ll{10 (far Dl €'ipd AWWAClllf('1161C151 4"m42" 02129f12 33-1 I-I1 PV(- Pipe M1ittln1n11,d Jntw Ruo.0 l _ _EtiAA l EnAA I— Inc -- -- �Meg:dug Scriw MIX) (for PVC Pipe) rkN WA CI I IICI 161C 133 4" in 24' 08109I04 E1-07 Mec animl Joint Retainer Glands Sigma, Co. Sigma 0xic-1.ok Mechanical Joint 11-n i.— AWWA C1111C153 4' m 24" 10fiVJ0 E1-24 interior R.Utun'd Jain sya— S & B Tcdmcial P—mats Bulldog System{ Diaunnd Lek 21 & 1M Eagle I m 900) AS'r.4'1 F-1624 _ _ 4" m 12" 09/16f(Kr ni,(ri iechanical JAot Fimnes SB'Indusuies Mecbanical Juint Piuings AWWA C153 4'm24' Piycs/Valves & FiltinpdResilient Seated Gale Valve' ReOw.t Wedged Gate Valve Ono Gears Rcsilicw Walgc Cam, V;dvc American Flow Comool Series 2500 Drawing M 94-20M7 AWWA C515 16" 30" auk 36" 12113f02 A—d.. IA— Comro] Scrics 2530 nod Scrics 2536 (IS 1-11199 Resilient Wedge Garc Valve AnU:ri,ml Flow Coulrol Scrics 2520 & 2524 (SD 94-21)255) AWWA C515 20" und24" 05/18/09 Ke,oliem wW c Gate valve American Flow Canvol American RnwConvoy Series 2516 SD 94-20247) AWWA C515 [6" 10124I00 E1-26 Resi€ieni Wedge L'ntc Valve _ Scrics 2500 AWWA C50 4"m IT, 08105104 �T Resilient Wed • Gate Vnrve American Flarv_ 42" and_48' AFC 2500. AWWA C515 42" and 48" 05f23191 EI-2( Resiliett Wn€ge Gale Valve _ _Contra] American AVK Com any Americas AVK Resilient SrdedGV AWWAC509 41. 12" OW4102 EI-26 Resilient Wedge Galt Valve Amai-n AVK Com may 2(r raid small,, E1.26 _ Rcsrlicnt Scatnk Ga1C Valve Kcnncdy 4--0" E1-26 Rcsihent Seated Gate Valve M&11 4" - t2" E1-26 Re60-1 Scaled Gate Valve Moeller Co. 4"-12" IVOW99 Rcsilicw Wcdgc Cw,V:dvc Mucllcr Co. Scrics A2361 tSD 6647) AWWA C515 16" 01123/03 Kusilrem wedge Gate Valve C See.A2360 for IS"-24' (SD 6709) AWWA C515 an. 24'.d-.ma.l..le IK113O5 Rcsili-1 WM&, Gale Valve —.._M_.ueer _-._ Moe)Ier(:o. _._---..__._— 6iacltcr 30" da 36". C-51i AWWA CiJS . .. 34 and M, 01131106 _ Resilient Wedge Gme Valve• Mu,:Elcc Cos_ Mucllu 42"&48`-f'-5£5 AWWAC5I5 42'andd8" O1129183 1?I-26 RcMlicnr Walgc Gal, Valve clnwv:l-Cu. AWWA CS(Y) 4"-12" I OfO4194 _ Kesilient_Wedgc Gale Valve Clmv Valve Co. 16" RS GV (SD D-20995) AWWA C515 I6" 11109M _ _ F 1-26 jvuilicut wedge Galt VOW Clow Valve Co. Clow RW Valve (SD D-21652) AWWA 1:515 GM4 24' and smaller d-i(} .p; I--Cr:; . •+—.'tee Naic c3a 06f21110 Hesilisn:I %VW -Gas, Yalve Cl— Valve Co. Sluekh;lm V;Ilvcs&Fittings Clow VahE llode12638 AWWA C.,15 AWri'Af. so9, ANS2 nxn-vr,, nSTt.1 30' too A" 4"-12" []S10RP11 EI-26 Rcsilicat Seain[Gare Valve E1-26 Rcs0icut Seated Can, Valve U.S. Pipe and IF ..&y Co. M,nos,a1259, ru W-1-ts SIT #74 3' Fin 16- Pif)cs/Vatves & FittioRs/Rubber Seated J3uttertly Valve E1-311 M-30 Rubl— Scaled Butterfly Valve Rub6,r Scaled Hwi-fly Valve 1I-,y P[alr Cn_ AWWAC-5M 24" Mueller Co. Ihnuik V;Jvcs Cu- ASVWA(7-504 AW WA C-504 24" 24' ;rod rargcr 1f11199 EI-30 Ruhhcr Scrawl DuperFly Val,, 06/12/03 1i1.30 Nalmalic Anicncan Buitcaly Valve vahnatic Valve and Manuf curing Corp. T ._. _...._.— M&H Wa c Vnlmatic AI iman Duueotly Valve. _"__-..-... ..__.. ki&HS17te4500&I450 AWWA L'-5(N _....._._._ AWWA C-504 Up [o 84"dcunde, .. 24't114k' (MAX1107 iEl-30 Rnhh,r S,,-d Bult,rny Val.t Sampling Station Wales 11111 020 Water Sam lino, Sruiun 3112P)6 Water SangShng Smlmn Dry Barrel Fire Hvdrants 10101197 I I-12 Dry narn;I H. Hyd.nn American-Dar€ing Valve Amc an Darling Valve nc Drawing Nos. 90-18608,94-18560 9ho Ilrawirt No. 94-18791 AWWA C-502 AWWA GS@ O3f3 ]!AR E-I-]2 Dry Burcel Fim €{ydram 0913n187 OM2193 €f1-12 F.-1-11 Dry Doric]I-115'dnm( r)ry Barrel Fir, Hydrim [;lory Corporation American AVK Com an Shop Drawing No. D-19995 AWWA C-502 ----- - - Mod,I 2700 AWWA C-302 08124/88 E-1-12 Dry Barrel Ro, I lyrbant Clmv Cmpnration Drawings D20435, D20436_ D2050C ASVWA C-502 -- - E- 1-12 Dry Barrel Fire I lyrlrmn — - 1'fT Kcmwdy Valve —-----_- M&H VOW company Shop Dresvrng Nn. D-8079317NV AWIVA C-502 09124f87 GI-12 Dry flnrr,I Fim ldydraw Sb Drawing No. 13476 ------- AWWA C-502 ]0114187 11-1-12 Pry liarrtl hire Bydram _ _ Mueller Company Shop Doings Nu-6461 M123 Centurion Shop Drawing FH-12 A-423 S,. , C—iodun 2110 ALMA C-502 A%V%VA C-502 01/15191 EI-12 Dry Darrel IN-1111) uu Mucllcr Com Sony _ 10f119/il7 E-I-]2 ]try Ha[a•I fire liydrurt Dy lla.d Fin- liyd.ml U.S. Pipe & huundoy Wmcruus Cm Shop Drasuin" No-96O250 AWWA (7-5{12 0W16187 E-1.12 Shop]) wrng No.SK740803 AWWAC-502 - _ _ ate, AppurtcnallceS Mc[cr Bnxcs lixst Jurd.an roan Wurks. Inc. O9![]RI02 lit - IRA I'laxlic Meter Box (l'lastic}w!C[lid C]assAl3_C 08128f117. (711J6f110 IAmhle $$ Strap Saddle I'a x mg Saddly - _ -- Swilh Blair #317 Cnalnl Douhlc Strap Snddlc ---- - JCM lndusm- Inc. JCM lnduxries. Inc_ 0.4M D.Ok Band SS Snddlc M4a3 Cuaud 7a ing Saddle I"Us 12" laps I" to 1271aps I111311111] 'rapping Snddlc (Filill I t 02011" ---- Tappm,� - ??-I' 2i 'I"a Sla-re ISuiulc,s Srccll uxg Six.. I(-umul S1e:;I1 Puwwoscal MXMS tllangcl & 34901,J1 4- 3" Ind 16' Rmnac - —_-_ ._..........—_.—...__.. Run— Irl'S 240 AWR'A C-223 ........—..._— ._..._._..._.... AWWA C=?2? p m 4J_• r,.f24' Fluz I'll — r li m':1•u:�..1_'Out 172P91€2 �3-12'+ 1'a „Inr. Slrvc Sl;iinl,ss Slccll —__-- __.... _. _..... SST .Slamieaa Stu-1 Prepared 2/2912012 Page 3 CITY or - FORT WORTH WATER DEPARTMENT'S UPDATED: 2-2..9-2012 STANDARD PRODUCTS LIST 7 Ifprnvlkl ;Fwc M+ - 01IResl4Pulllhn 'MODUl'i tIUM Nql. Nhllimnt Sper Sipe 0212'1f12 ?i_12 25 Tappimg Slnwc(Slainlcss Sled) i{tanac Stii fll w4116-- i!--- a.. w 'rat'-«3 YillO ff-id.i i iue 0tip 0;li Joint Repair .Clsmp ....—. Pavmrscd ?2_2 Hell .la;m ]L: pi, Cb;m k";n 30' I1SR8f116 1'EasGc Mmvz Iloa w Cl Lid ACC(3C-ASf Clans "A" P1:mic nos w? CI l,id Cinss'A" 08130foti Plastic Rlelo Ilox wf plasticlicl f)f"W Plastics lm- L:h;ss Plastic 13m wf plemr Lid - Class'A" Polyethylene Encasement n5112f115 3i1 f i Yul Seth letu F'ueasmcnt _El--1 Packaging l%1J1u11 l'- a nscs AVNVA CI 0:l 9 ntil Li.0 €15112f11 E1.13 PulyahyEc+mlulcmlmrn Mouvlaia .leaks i'lastics(:MSP);uld AlitInd. Sl' i.latd llaa€rvurc AWWA CI05_ 9n111I11) 05f12f0' _ Et_13._-- _......_- _ Pulycdrytcnc f:ucasntcnl - _ ... AEP ._ -_ blifvslncs .. _._.__n 13oullsiron"by ('.nw7rtwn€loll&l3udcct AlV1VA (:I(15 C Rmil Li-Il Mclers 02145I93 -5 E llll .._— Dcta;mr Check Mdcr - _ An—Ccm n; y Mudel ll001)ctcttnr eck VnWc Ch l AWWA C550 A" -ell" 0Plfi5l04 Magueuc➢uvc Vcatical Turhiuc _ flccscy rJ�a;;ncuc nnvu Vcrticnl AWWA C701, C]assl -314"-G' N01'fS Ungnlal';..Idanl Pml-Q Ial rl7 IF—. Carver F'i eLl}. !2, Abovc48"A rvoed on case by casehasis -- w -or mn MMMq [Den s , aRed Prauc s r or a er p men s. ;ul tr , ne2ulr tinnx rturi5r� v t y was ruc ton proles uc�Lvi — -' S)lecifiealions fo,pecifc podus, ninludd apatnfthe Cnnstxuclnop Contract l ]uuunttnu4 the requiremaas of the Techuirnl Specification will nvct,A: A. Iva W onh Witter Department's Se:ntdard Specifirneions a;xl Ibc Fun Wmh Water ❑eprmment's Standard Prodaas LIst:md 111pmyul of llw sP—fkprodutts -11 be based nn ehe roquirGue+tte of the Tcehni.d Spwificaliun whether or nor [he specific Ili. f xl Werth Wem* lkpanment's Standard SI—.catimis nr Ls nn tin: Fort Wmlh Wale, Ikpantnent's ,%=i ud Products List. Prepared 2129/2012 Page 4