Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 53039
CITY SECRETARY . CONTRACTNO . 530~ ORTH Water Main Extensions, Replacements and Relocations CONTRACT 2019 City Project No. 102195 FortWOrth Xl 'H!>JOM "l,;j A~'1J.3HJ3S AllJ OHOJ3H 1'11)1.:f.:fO i CITY OF FORT WORTH, TEXAS S WATER DEPAI?TMENT 5 r WATER MAIN EXTENSIONS, REPLACEMENTS & RELOCATIONS i CONTRACT 2019 APPROVED APPROVED PROJECT NUMBERS: City Project No. 102195 CHRIS HARDER, P.E. DIRECTOR WATER DEPARTMENT 2019 CHRIS HARDER, P.E., DIRECTOR, WATER DEPARTMENT TONYSHOLOLA, P.E:, ENGINEERINGMANAGER, WA TER DEPAR TMENT RECOMMENDED DATE Ff)R TWORTx PROJECT NAMUAL FOR THE CONSTRUCTION OF Water Main Extensions, Replacements & Relocatlont; Contract 2019 City. Project No. 102195 Betsy Price David Cooke Mayor City Manager Chris Harder, P.E. ' Director, Water Department June 2019 00 00 00 - 1 TABLE OF CONTENTS Page I of 5 i SECTION 00 00 00 2 TABLE OF CONTENTS 3 4 00 05 10 Mayor and Council Communication 5 00 05 15 Addenda 6 00 11 13 Invitation to Bidders 7 0021 13 Instructions to Bidders 8 0035 13 Conflict of Interest Affidavit 9 00 41 00 Bid Form 10 00 42 43 Proposal Form Unit Price 1 i 0043 13 Bid Bond 12 00 43 37 Vendor Compliance to State Law Nonresident Bidder 13 00 45 11 Bidders Prequalifications 14 00 45 12 Prequalification Statement 15 00 45 13 Bidder Prequalification Application 16 00 45 26 Contractor Compliance with Workers' Compensation Law 17 00 45 40 Minority Business Enterprise Goal 18 00 45 41 Small Business Enterprise Goal 19 00 52 43 Agreement 20 0061 13 Performance Bond 21 0061 14 Payment Bond 22 0061 19 Maintenance Bond 23 00 61 25 Certificate of Insurance 24 00 72 00 General Conditions 25 00 73 00 Supplementary Conditions 26 27 Division 01 - General Requirements 28 29 01 11 00 Summary of Work 30 01 2500 Substitution Procedures 3I 01 31 19 Preconstruction Meeting 32 01 3233 Preconstruction Video 33 013300 Submittals 34 01 35 13 Special Project Procedures 35 01 45 23 Testing and Inspection Services 36 01 5000 Temporary Facilities and Controls 37 01 5526 Street Use Permit and Modifications to Traffic Control 38 01 57 13 Storm Water Pollution Prevention Plan 39 01 60 00 Product Requirements 40 01 66 00 Product Storage and Handling Requirements 41 01 70 00 Mobilization and Remobilization 42 01 7123 Construction Staking and Survey 43 01 74 23 Cleaning 44 01 77 19 Closeout Requirements 45 01 78 23 Operation and Maintenance Data 46 01 7839 Project Record Documents 47 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 00 00 00 - 2 TABLE OF CONTENTS Page 2 of 5 1 Technical Specifications which have been modified by the Engineer 2 specifically for this Project, hard copies are included in the Project's Contract 3 Documents 4 5 Division 02 - Existing Conditions 6 7 0241 14 Utility Removal/Abandonment 8 9 Division 32 - Exterior Improvements 10 11 3201 17 Permanent Asphalt Paving Repair 12 3201 18 Temporary Asphalt Paving Repair 13 3211 23 Flexible Base Courses 14 3231 13 Chain Fences and Gates 15 32 31 26 Wire Fences and Gates 16 3231 29 Wood Fences and Gates 17 18 Division 33 - Utilities 19 20 33 0514 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 21 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 22 33 1210 Water Services 1-inch to 2-inch 23 33 1211 Large Water Meters 24 33 1225 Connection to Existing Water Mains 25 33 1230 Combination Air Valve Assemblies for Potable Water Systems 26 33 1240 Fire Hydrants 27 28 Technical Specifications listed below are included for this Project by reference 29 and can be viewed/downloaded from the City's Buzzsaw site at: 30 31 htps://projectpoint.buzzsaw.com/client/fortworthgoy/Resources1020/o2O- 32 %20Construction%20Documents/Specifications 33 34 Division 02 - Existing Conditions 35 36 0241 13 Selective Site Demolition 37 0241 14 Utility Removal/Abandonment 38 0241 15 Paving Removal 39 40 Division 03 - Concrete 41 42 03 30 00 Cast -In -Place Concrete 43 03 34 13 Controlled Low Strength Material (CLSM) 44 03 34 16 Concrete Base Material for Trench Repair 45 03 80 00 Modifications to Existing Concrete Structures 46 47 48 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 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 43 44 45 46 47 48 Division 31 - Earthwork 31 10 00 Site Clearing 3123 16 Unclassified Excavation 31 23 23 Borrow 31 24 00 Embankments 31 25 00 Erosion and Sediment Control 313600 Gabions 31 37 00 Riprap Division 32 - Exterior Improvements 32 01 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 32 11 23 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 11 33 Cement Treated Base Courses 32 12 16 Asphalt Paving 32 1273 Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 14 16 Brick Unit Paving 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 17 23 Pavement Markings 32 17 25 Curb Address Painting 3231 13 Chain Fences and Gates 32 31 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates 32 32 13 Cast -in -Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro -Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 3303 10 Bypass Pumping of Existing Sewer Systems 33 0410 Joint Bonding and Electrical Isolation 33 04 11 Corrosion Control Test Stations 33 0412 Magnesium Anode Cathodic Protection System 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 33 05 10 Utility Trench Excavation, Embedment, and Backfili 33 05 12 Water Line Lowering CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 000000-3 TABLE OF CONTENTS Page 3 of 5 MWERR2019 City Project No. 102195 00 00 00 - 4 TABLE Of CONTENTS Page 4 of 5 1 3305 13 Frame, Cover and Grade Rings 2 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 3 33 05 16 Concrete Water Vaults 4 3305 17 Concrete Collars 5 33 05 20 Auger Boring 6 33 05 21 Tunnel Liner Plate 7 33 05 22 Steel Casing Pipe 8 33 05 23 Hand Tunneling 9 33 0524 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 10 33 0526 Utility Markers/Locators 11 33 0530 Location of Existing Utilities 12 33 11 05 Bolts, Nuts, and Gaskets 13 33 11 10 Ductile Iron Pipe 14 33 11 11 Ductile Iron Fittings 15 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 16 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 17 33 11 14 Buried Steel Pipe and Fittings 18 33 12 10 Water Services 1-inch to 2-inch 1g 33 12 11 Large Water Meters 20 33 1220 Resilient Seated Gate Valve 21 33 1221 AWWA Rubber -Seated Butterfly Valves 22 33 1225 Connection to Existing Water Mains 23 33 1230 Combination Air Valve Assemblies for Potable Water Systems 24 33 1240 Fire Hydrants 25 33 1250 Water Sample Stations 26 33 1260 Standard Blow -off Valve Assembly 27 3331 12 Cured in Place Pipe (CIPP) 28 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 29 33 31 1:5 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 3o 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 31 33 3121 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 32 33 3122 Sanitary Sewer Slip Lining 33 33 31 23 Sanitary Sewer Pipe Enlargement 34 33 31 50 Sanitary Sewer Service Connections and Service Line 35 333170 Combination Air Valve for Sanitary Sewer Force Mains 36 33 39 10 Cast -in -Place Concrete Manholes 37 33 39 20 Precast Concrete Manholes 38 33 39 30 Fiberglass Manholes 39 33 39 40 Wastewater Access Chamber (WAC) 4o 3339 60 Epoxy Liners for Sanitary Sewer Structures 41 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 42 3341 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 43 33 46 00 Subdrainage 44 33 46 01 Slotted Storm Drains 45 33 46 02 Trench Drains 46 33 49 10 Cast -in -Place Manholes and ,junction Boxes 47 33 49 20 Curb and Drop Inlets 48 33 49 40 Storm Drainage Headwalls and Wingwalls CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 000000-5 TABLE OF CONTENTS Page 5 of 5 1 2 Division 34 a Transportation 3 4 3441 10 Traffic Signals 5 3441 11 Temporary Traffic Signals 6 3441 13 Removing Traffic Signals 7 3441 15 Rectangular Rapid Flashing Beacon 8 3441 16 Pedestrian Hybrid Signal 9 34 41 20 Roadway Illumination Assemblies 10 34 41 30 Aluminum Signs 11 3471 13 Traffic Control 12 13 Appendix 14 15 GC-4.01 Availability of Lands 16 GC-4.02 Subsurface and Physical Conditions 17 GC-4.04 Underground Facilities 18 GC-4.06 Hazardous Environmental Condition at Site i9 GC-6.06.D Minority and Women Owned Business Enterprise Compliance 20 GC-6.07 Wage Rates 21 GC-6.09 Permits and Utilities 22 GC-6.24 Nondiscrimination 23 GR-01 60 00 Product Requirements 24 25 EN® OF SECTION CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 City of Fort Worth, Texas Mayor and council communication DATE: 09/17/19 M&C FILE NUMBER: M&C 19-0158 I. LOG NAME: 60WMERRCON2019-CIRCLEC SUBJECT Authorize Execution of a Contract with William J. Schultz Inc. d/b/a Circle C Construction Company in the Amount of $2,000,000.00 for Water Main Extensions, Replacements and Relocations Contract 2019, at Various Locations Throughout the City and Adopt Appropriation Ordinance (ALL COUNCIL DISTRICTS) RECOMMENDATION: a 3 It is recommended that the City Council: 1. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Projects Fund in the amount of $2,500,000.00 from available funds; and 2. Authorize execution of a contract with William J. Schultz Inc. d/b/a Circle C Construction Company in the Amount of $2,000,000.00 for Water Main Extensions, Replacements and Relocations Contract 2019, with two optional renewals, at various locations throughout the City. (City Project No. 102195) DISCUSSION: The work to be performed under this contract consists of extending, replacing and/or relocating water mains, services, and other pertinent construcfion required to provide water service to individual customers or developers. While funding for this contract comes from the Water and Sewer Capital Projects Fund, the Water Department issues work orders to the Contractor after payment of applicable estimated costs by the Customer and/or Developer. The bid documents included a stipulation that the total quantities listed may not reflect actual quantities and that the amount budgeted for the projects is $2,000,000.00. Final payments will be made based on actual measured quantities. The bid documents also included a stipulation giving the City the option to renew (subject to appropriated funding) this contract two times under the same terms, conditions and unit prices. In addition to the contract amount $500,000.00 is required for project management, real property acquisitions, survey, contingencies, -material testing and inspection. This project will have no impact on the Water Department's operating budget when completed. Construction is expected to start November 2019 and be completed when the contract amount is exhausted. M/WBE OFFICE - William J. Scultz, Inc. d/b/a Circle C Construction Company is in compliance with the City's BDE ordinance by committing to zero percent MBE participation and documenting good faith effort. William J. Schultz, Inc. dlb/a Circle C Construction Company identified several subcontracting and supplier opportunities. However, the firms contacted in the areas identified did not respond or did not submit the lowest bids. They City's MBE goal on this project is 10 percent. This project is located in ALI COUNCIL DISTRICTS. The appropriation is for funding of the FY2019 CIP. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the Fiscal Year 2019 capital budget, as appropriated, of the Water and Sewer Capital Projects Fund. The Fiscal Year 2019 Water and Sewer Operating Fund budget includes appropriations of $23,865,180.00 within the Operating Budget for the purpose of providing Pay -As -You -Go funding for Water Capital Projects. After this transfer for Fiscal Year 2019, the balance will be $461,918.00. Appropriations for the Water Main Extensions, Replacements and Relocations Contract 2019 project are depicted below: Existing IlAdditional Fund Appropriations Appropriations Project Total* W&S Capital Projects Fund I 56002 $0000T $2,500,000.00 , $2,500,000.00 Project Total _ $ODD _ $2,5DD,DDO�DO i $2,6DD,00a.ao "Numbers rounded for presentation purposes. Submitted for City Manager's Office by" Dana Burghdoff 8018 Originating Business Unit Head: Chris Harder 5020 Additional Information Contact: Adolfo Lopez 7829 cn cn cn cn cn 0 Cal CST (n cn CST cn m Cn Cn W C3l W C57 CTJ C}) (3? CA CA C3) C� C3] W 07 Ci7 0 0 0 O 0 O 0 0 C7 0 O Cl O O O O C) CD 0 0 0 0 0 0 0 0 0 0 C7 C) N N N N N N N N N N N N N N N O 0 0 0 0 O o 0 0 0 o O o 0 0 wrnrnrnrnrnrnrna�wwts�rnrnrn +� 0 O 0 0 0 0 0 n O CD O O o 0 0 0 0 0 0 0 0 o O O O CD CD O 0 0 -A. .P. -Ps. � -P -P -P 4 � -A 4 .A -P .A -P W W W W W W W W W W W W W W W O O O Ca 0 CD 0 O 0 0 CD O 0 O O Cn cn cn cn Cn Cn cn cal 01,0101 ul cn Cn cn CA) ww�Cncnwwww-4 Waco -� W — A cn -A w , w -- -- O CD 0 0 0 CD 0 0 0 0 CD CD /�� C) O W w Cn W O 1 -1 Cn W Cn W O cn W — O Cn CD Ul 0 0 0 cn O cn s O (n C) C) CD 0 0 0 N 1 O to O 0 0 0 CD 1 0 0 0 0 0 0 O n O CD O C:) C7 0 0 N N N N N N N N N N N N N N N • co (D w m (D (D m m w CCD m w W mCn mcn cn Cal Cn cn Cn C . 0 /to V . cn cn m a O o 0 0 0 0 0 O o 0 0 0 0 C> 0 0 O O 0 0 0 0 0 0 O o CD V i Cn Cn cn Cn Cn Cn cn Cn (Sl cn cn cn Cn OD OD 00 00 CO W CO OD -P -P, � W W W cn 4�% .Ja 0 0 0 O 0 0 0 0 O C) 0 6 N N N N N N N N N N N N N N N s O O CD 0 C) 0 O O O 0 0 0 O O O � CD (D CLl (D QO co CD (0 (o CQ to m CCD (fl Cfl TT. d l 69 -69 -9 N w N 1 69 ' fi4 c) 6H N cn A -1 (Sl -Ea6W 4.9 69 -69-; 6969 N 0 C) 'O O O — CP 1 N Cn CD CST Cal to O 0 Cl O C7 O O CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (D 0 0 0 O C) C) C) C) C) C) CD C7 0 CD n O O O O O O O 0 CD CD O O O O O. O O O O O O O O o 0 O Ca O CD [7 C) 0 0 C) O O O s d Mack, ©ou From: Sent: To: Cc: Subject: Mr. Black — Please see below. Lafferty, Scott Wednesday, November 6, 2019 14:31 Black, Doug Sholola, Tony; Lopez, Adolfo; Hamilton, Lawrence RE: Circle C Water Main Extensions etc. 2019; CPN 102195 The project was advertised for bids on June 27, 2019 and Juiy_4, 2019 in the Fort Worth Star Telegram. On 11 Ul 25, 2019 the following bids were received: Bidders Amount William J Schultz, Inc. d/b/a Circle C Construction Company $3,255,850.00 second Low 1 $ hird Low $ $ There were no other bidders for this contract. Thanks, Scott From: Black, Doug Sent: Wednesday, November 06, 2019 2:01 PM To: Lafferty, Scott <Scott.Lafferty@fortworthtexas.gov>; Lopez, Adolfo <Adolfo. Lope z@fortwort htexas.gov> Cc: Sholola, Tony <Anthony.ShoIola @fortworthtexas.gov> Subject: Circle C Water Main Extensions etc. 2019; CPN 102195 Importance: High Scott —this one is also missing this information in the M&C. The project was advertised for bids on , 2019 and , 2019 in the Fort Worth Star Telegram. On , the following bids were received: Bidders William J Schultz, Inc. d/b/a Circle C Construction Company Low ird Low Thanks, i Douglas W Black Senior Assistant City Attorney 200 Texas Street Fort Worth, Texas 76102 817-392-7615 Direct Doug. B lack2fortworthtexas. gov City of Fort Worth Working together to build a strong community. RECIPIENTS - PLEASE CONTACT ME PRIOR TO FORWARDING MESSAGES DESIGNATED AS ATTORNEY -CLIENT COMMUNICATIONS. This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to which they are addressed. This communication may contain material protected by the attorney -client privilege. If you are not the intended recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing, or copying of this e-mail is strictly prohibited. If you have received this e-mail in error, please immediately notify Doug Black at the City of Fort Worth City Attorney's Office (817) 392-7615. FORTWORTH WATER MAIN EXTENSIONS, REPLACEMENTS AND RELOCATIONS CONTRACT 2019 City Project Number, 10219S ADDENDUM NO. I Release Date: July 12, 2019 Revised Bid Opening Date: July 25, 2019 Information to Bidders: 1. Replace entire "00 11 13 Invitation to Bidders" document with the attached, revised Invitation to Bidders document. a. Note corrected advertisement and ]aid opening dates. Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. Receipt Acknowledged: Chris Harder Director, Water Department By: iaA"( Lawrence Ha6ilton, P.E. Engineering Services WATER DEPARTMENT ENGINEERING AND FISCAL SERVICES THE CITY OF FORT WORTH * 1000 THROCKMORTON STREET * FORT WORTH, TEXAS 76102 817-392-8240 * FAX 817-392-8195 a Printed on recycled paper 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 43 44 45 46 00 11 13-1 INVITATION TO BIDDERS Page I oil SECT ION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS Sealed bids for the construction of Water Main Extension, Replacements and Relocations Contract 2019, City Proj. No. 102195 will be received by the City of Fort Worth Purchasing Office: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76102 until {1:30 P.M. CST, Thursday, July 25, 20191, and bids will be opened publicly and read aloud at 2:00 PM CST in the Council Chambers. GENERAL DESCRIPTION OF WORK The major work will generally consist of the following: 6" - 16" water mains and water services. Bidders should be aware that the City reserves the right to renew this contract for two (2) one year terms/expenditures of 2,000,000.00 under the same terms, conditions, and unit prices. PREQUALIFICATION 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 EXAMINA 1 ION 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://www,fortworthgov.org/purchqAo�gL and clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. 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 Fort Worth Water Dept., Design Services 927 Taylor St. Fort Worth Texas 76102 There is no cost of Bidding and Contract Documents CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICA"PION DOCUMENTS Revised July 1, 2011 MWE€ZR2019 City Project No. 102195 Of) 1113-2 INVITATION TO BIDDERS Page 2 of 2 1 2 3 4 5 INQUIRIES 6 All inquiries relative to this procurement should be addressed to the following: 7 Attn: Adolfo Lopez, City of Fort Worth 8 Email: adolfo.iopez@fortworthtexas.gov 9 Phone:817-392-7829 10 AND/OR 11 Attn: Lawrence Hamilton,P.F., City of Fort Worth r 12 Email: Lawrence.hamilton@fortworthtexas.gov 13 Phone:817-392-7803 14 15 ADVERTISEMENT DATES 16 June 27, 2019 17 July 4, 2019 i 18 I9 EN® OF SECTION CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July 1, 2011 001113-1 INVITATION TO BIDDERS Page I of 2 1 SECTION 00 It 13 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Water Main Extension, Replacements and Relocations 6 Contract 2019, City Proj. No. 102195 will be received by the City of Fort Worth 7 Purchasing Office: 8 9 City of Fort Worth 10 Purchasing Division 11 200 Texas Street 12 Fort Worth, Texas 76102 13 until {1.30 P.M. CST, Thursday, July 18, 20191, and bids will be opened publicly and 14 read aloud at 2:00 PM CST in the Council Chambers. 15 16 GENERAL. DESCRIPTION OF WORK 17 The major work will generally consist of the following: 6" - 16" water mains and water 18 services. 19 20 Bidders should be aware that the City reserves the right to renew this contract for two 21 (2) one year terms/expenditures of 2,000,000.00 under the same terms, conditions, and 22 unit prices. 23 24 PREQUALIEICATION 25 The improvements included in this project must be performed by a contractor who is 26 pre -qualified by the City at the time of bid opening. The procedures for qualification and 27 pre -qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 28 29 DOCUMENT EXAMINATION AND PROCUREMENTS 3o The Bidding and Contract Documents may be examined or obtained on-line by visiting 31 the City of Fort Worth's Purchasing Division website at 32 http://www.fortworthgov.org/purchasing1 and clicking on the Buzzsaw link to the 33 advertised project folders on the City's Buzzsaw site. The Contract Documents may be 34 downloaded, viewed, and printed by interested contractors and/or suppliers. 35 36 Copies of the Bidding and Contract Documents may be purchased from Fort Worth 37 Water Dept., Design Services 927 Taylor St. Fort Worth Texas 76102 38 39 There is no cost of Bidding and Contract Documents 40 41 CITY`S RIGHT TO ACCEPT OR REJECT BIDS 42 City reserves the right to waive irregularities and to accept or reject bids. 43 44 45 46 CITY Of, PORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July 1, 2011 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 00 11 13-2 INVITATION TO BIDDERS Page 2 of INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Adolfo Lopez, City of Fort Worth Email: adolfo.lopez@fortworthtexas.gov Phone: 817-392-7829 AND/OR Attn: Lawrence Hamilton,P.E,, City of Fort Worth Email: Ihamilton@fortworthtexas.gov Phone: 817-392-7803 ADVERTISEMENT DATES June 13, 2019 June 27, 2019 19 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 MWERR2019 City Project No. 102195 002113-1 INSTRUCTIONS TO BIDDERS Page i of 10 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 T. 1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 7 00 - GENERAL CONDITIONS. 8 9 1.2_ Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2. L Bidder: Any person, firm, partnership, company, association, or corporation acting 13 directly through a duly authorized representative, submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.23. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided) makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2. City and Engineer in malting copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 31 for any other use. 32 33 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 34 35 3.1. All Bidders and their subcontractors are required to be prequalifled for the work types 36 requiring prequalifcation at the time of bidding. Bids received from contractors who are 37 not prequalified (even if inadvertently opened) shall not be considered. Prequalification 38 requirement work types and documentation are as follows: 39 40 3.1.1. Paving — Requirements document located at; 41 Mips://projegVoint.buzzsaw.com/fortworthgov/Resources/02%20- 42%20Constraction%2ODocuments/Contractor%2OPre ualification/TPW%o2OPavin 43%20Contractor%2OPrequalification%2OProgram/PREOUALIFICATIONVo20RE0 44 UIREMENTS%20FOR%20P"ING%2000NTRACTOR3.PDF?public 45 46 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; CITY OF FORT WORTH MWr RR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 102195 Revised August 21, 20I5 0021 13 -2 INSTRUCTIONS TO BIDDERS Page 2 of 10 1 Ws://projeqWoint.buzzsaw.com/fortworthizov/Resources/02%20- 2 %20Construction%2ODocuments/Contractor%2OEMualification/TPW%2OPaving 311/o2OContractor%2OPrequalification%2OPro ram/PREQUALIFICATION%20REQ 4[7IREMENTS%20FOR%20PAVING%2OCONTRACTORS.PDF?public 5 6 3.1.3. Water and Sanitary Sewer Requirements document located at; 7 https://projectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 8%20Construction%2ODocuments/Contractor%2OPr ualification/Water%2Oand%2 9 OSanitary%2OSewer%2OContractor%2OPrequalification%2OProgram/WSS%20pre 10 qual%20requirements.doc?public 11 12 13 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 14 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 15 45 11, BIDDERS PREQUALIFICATIONS. 16 17 3.2. 1. Submission of and/or questions related to prequalification should be addressed to 18 the City contact as provided in Paragraph 6.1. 19 20 21 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 22 bidder(s) for a project to submit such additional information as the City, in its sole 23 ' discretion may require, including but not limited to manpower and equipment records, 24 information about key personnel to be assigned to the project, and construction schedule, 25 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 26 deliver a quality product and successfully complete projects for the amount bid within 27 the stipulated time frame. Based upon the City's assessment of the submitted 28 information, a recommendation regarding the award of a contract will be made to the 29 City Council. Failure to submit the additional information, if requested, may be grounds 30 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 31 notified in writing of a recommendation to the City Council. 32 33 3.4. In addition to prequalification, additional requirements for qualification may be required 34 within various sections of the Contract Documents. 35 36 3.5. Special qualifications required for this project include the following: 37 38 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 39 40 4.1. Before submitting a Bid, each Bidder shall: 41 42 4.1.1. Examine and carefully study the Contract Documents and other related data 43 identified in the Bidding Documents (including "technical data" referred to in 44 Paragraph 4.2. below). No information given by City or any representative of the 45 City other than that contained in the Contract Documents and officially 46 promulgated addenda thereto, shall be binding upon the City. 47 48 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 49 site conditions that may affect cost, progress, performance or furnishing of the 50 Work. 51 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Dumber 102195 Revised August21, 2015 0021 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 10 1 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 2 progress, performance or furnishing of the Work. 3 4 4.1.4. Be advised, City, in accordance with Title VI of the Civil Rights Act of 1964, 78 5 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, 6 Department of Transportation, Subtitle A, Office of the Secretary, Part 21, 7 Nondiscrimination in Federally -assisted programs of the Department of 8 Transportation issued pursuant to such Act, hereby notifies all bidders that it will 9 affirmatively insure that in any contract entered into pursuant to this advertisement, 10 minority business enterprises will be afforded full opportunity to submit bids in 11 response to this invitation and will not be discriminated against on the grounds of 12 race, color, or national origin in consideration of award. 13 14 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or 15 contiguous to the Site and all drawings of physical conditions relating to existing 16 surface or subsurface structures at the Site (except Underground Facilities) that 17 have been identified in the Contract Documents as containing reliable "technical 18 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 19 at the Site that have been identified in the Contract Documents as containing 20 reliable "technical data." 21 22 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 23 the information which the City will furnish. All additional information and data 24 which the City will supply after promulgation of the formal Contract Documents 25 shall be issued in the form of written addenda and shall become part of the Contract 26 Documents just as though such addenda were actually written into the original 27 Contract Documents. No information given by the City other than that contained in 28 the Contract Documents and, officially promulgated addenda thereto, shall be 29 binding upon the City. 30 31 4.1.7. Perform independent research, investigations, tests, borings, and such other means 32 as may be necessary to gain a complete knowledge of the conditions which will be 33 encountered during the construction of the project. On request, City may provide 34 each Bidder access to the site to conduct such examinations, investigations, 35 explorations, tests and studies as each Bidder deems necessary for submission of a 36 Bid. Bidder must fill all holes and clean up and restore the site to its former 37 conditions upon completion of such explorations, investigations, tests and studies. 38 39 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 40 cost of doing the Work, time required for its completion, and obtain all information 41 required to make a proposal. Bidders shall rely exclusively and solely upon their 42 own estimates, investigation, research, tests, explorations, and other data which are 43 necessary for full and complete information upon which the proposal is to be based. 44 It is understood that the submission of a proposal is prima -facie evidence that the 45 Bidder has made the investigation, examinations and tests herein required. Claims 46 for additional compensation due to variations between conditions actually 47 encountered in construction and as indicated in the Contract Documents will not be 48 allowed. 49 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 102195 Revised August 21, 2015 0021 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 10 1 4.1.9. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 2 between the Contract Documents and such other related documents. The Contractor 3 shall not take advantage of any gross error or omission in the Contract Documents, 4 and the City shall be permitted to make such corrections or interpretations as may 5 be deemed necessary for fulfillment of the intent of the Contract Documents. 6 7 4.2. Reference is made to Section 00 73 00 -- Supplementary Conditions for identification of. 8 9 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 10 the site which Have been utilized by City in preparation of the Contract Documents. 11 The logs of Soil Borings, if any, on the plans are for general information only. 12 Neither the City nor the Engineer guarantee that the data shown is representative of 13 conditions which actually exist. 14 15 4.2.2. those drawings of physical conditions in or relating to existing surface and 16 subsurface structures (except Underground Facilities) which are at or contiguous to 17 the site that have been utilized by City in preparation of the Contract Documents. 18 19 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 20 on request. Those reports and drawings may not be part of the Contract 21 Documents, but the "technical data" contained therein upon which Bidder is entitled 22 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 23 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 24 responsible for any interpretation or conclusion drawn from any "technical data" or 25 any other data, interpretations, opinions or information. 26 27 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 28 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 29 exception the Bid is premised upon performing and furnishing the Work required by the 30 Contract Documents and applying the specific means, methods, techniques, sequences or 31 procedures of construction (if any) that may be shown or indicated or expressly required 32 by the Contract Documents, (iii) that Bidder has given City written notice of all 33 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 34 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 35 etc., have not been resolved through the interpretations by City as described in 36 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 37 and convey understanding of all terms and conditions for performing and furnishing the 38 Work. 39 40 4A. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 41 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 42 Paragraph. 4.06. of the General Conditions, unless specifically identified in the Contract 43 Documents. 44 45 5. Availability of Lands for Work, Etc. 46 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUNIFNTS City Project Number 102195 Revised August 21, 2015 0021 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 10 4 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 2 access thereto and other lands designated for use by Contractor in performing the Work 3 are identified in the Contract Documents. All additional lands and access thereto 4 required for temporary construction facilities, construction equipment or storage of 5 materials and equipment to be incorporated in the Work are to be obtained and paid for 6 by Contractor. Easements for permanent structures or permanent changes in existing 7 facilities are to be obtained and paid for by City unless otherwise provided in the 8 Contract Documents. 9 10 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed I I in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 12 of -way, casements, and/or permits are not obtained, the City reserves the right to cancel 13 the award of contract at any time before the Bidder begins any construction work on the 14 project. 15 16 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 17 way, easements, and/or permits, and shall submit a schedule to the City of how 18 construction will proceed in the other areas of the project that do not require permits 19 and/or easements. 20 21 6. Interpretations and Addenda 22 23 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 24 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 25 received after this day may not be responded to. Interpretations or clarifications 26 considered necessary by City in response to such questions will be issued by Addenda 27 delivered to all parties recorded by City as having received the Bidding Documents. 28 Only questions answered by formal written Addenda will be binding. Oral and other 29 interpretations or clarifications will be without legal effect. 30 31 Address questions to: 32 33 City of Fort Worth 34 200 Texas Street 35 Fort Worth, TX 76102 36 Attn: Adolfo Lopez, Water Department 37 Fax: (817)392-2527 38 Email: Adolfo.Lopez@fortworthtexas.gov 39 Phone: (817)392-7829 40 41 42 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 43 City. 44 45 6.3. Addenda or clarifications may be posted via Buzzsaw. 46 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMPNTS City Project Number 102195 Revised August 21, 2015 0021 13 - 6 INSTRUCTIONS TO BIDDERS Page, 6 of 10 1 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 2 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 3 Project. Bidders are encouraged to attend and participate in the conference. City will 4 transmit to all prospective Bidders of record such Addenda as City considers necessary 5 in response to questions arising at the conference. Oral statements may not be relied 6 upon and will not be binding or legally effective. 7 8 7. Bid Security 9 10 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 11 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 12 the requirements of Paragraphs 5.01 of the General Conditions. 13 14 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 15 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 16 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 17 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 18 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 19 other Bidders whom City believes to have a reasonable chance of receiving the award 20 will be retained by City until final contract execution. 21 22 8. Contract Times 23 The number of days within which, or the dates by which, Milestones are to be achieved in 24 accordance with the General Requirements and the Work is to be completed and ready for 25 FinaI Acceptance is set forth in the Agreement or incorporated therein by reference to the 26 attached Bid Form. 27 28 9. Liquidated Damages 29 Provisions for liquidated damages are set forth in the Agreement. 30 31 10. Substitute and "Or -Equal" Items 32 The Contract, if awarded, will be on the basis of materials and equipment described in the 33 Bidding Documents without consideration of possible substitute or "or -equal" items. 34 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 35 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 36 City, application for such acceptance will not be considered by City until after the Effective 37 Date of the Agreement. The procedure for submission of any such application by Contractor 38 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 39 Conditions and is supplemented in Section 0125 00 of the General Requirements. 40 41 11. Subcontractors, Suppliers and Others 42 CITY OF PORT WORTH MW£RR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMF,NTS City Project Number 102195 Revised August 21, 2015 0021 13 - 7 INSTRUCTIONS TO BIDDERS Page 7 of 10 1 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 2 12-2011 (as amended), the City has goals for the participation of minority business 3 and/or small business enterprises in City contracts. A copy of the Ordinance can be 4 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 5 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 6 Waiver Form and/or Good Faith Effort ,Form with documentation and/or Joint 7 Venture Form as appropriate. The Forms including documentation must be received 8 by the City no later than 2:00 P.M. CST, on the second business days after the bid 9 opening date. The Bidder shall obtain a receipt from the City as evidence the 10 documentation was received. Failure to comply shall render the bid as non- i 1 responsive. 12 13 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 14 or organization against whom Contractor has reasonable objection. 15 16 12. Bid Form 17 18 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 19 obtained from the City. 20 21 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 22 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 23 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 24 price item listed therein. In the case of optional alternatives, the words "No Bid," 25 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 26 written in ink in both words and numerals, for which the Bidder proposes to do the 27 work contemplated or furnish materials required. All prices shall be written legibly. 28 In case of discrepancy between price in written words and the price in written 29 numerals, the price in written words shall govern. 30 31 12.3. Bids by corporations shall be executed in the corporate name by the president or a 32 vice-president or other corporate officer accompanied by evidence of authority to 33 sign. The corporate seal shall be affixed. The corporate address and state of 34 incorporation shall be shown below the signature. 35 36 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 37 partner, whose title must appear under the signature accompanied by evidence of 38 authority to sign. The official address of the partnership shall be shown below the 39 signature. 40 41 12.5. Bids by Iimited liability companies shall be executed in the name of the firm by a 42 member and accompanied by evidence of authority to sign. The state of formation of 43 the firm and the official address of the firm shall be shown. 44 45 12.6. Bids by individuals shall show the Bidder's name and official address. 46 47 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 48 indicated on the Bid Form.. The official address of the joint venture shall be shown. 49 50 12.8. All names shall be typed or printed in ink below the signature. 51 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 102195 Revised August 21, 20I5 0021 I3 -8 INSTRUCTIONS TO BIDDERS Page 8 of 10 1 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 2 which shall be filled in on the Bid Form. 4 12.10. Postal and e-mail addresses and telephone number for communications regarding the 5 Bid shall be shown. 7 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 8 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 9 to State Law Non Resident Bidder. 10 11 13. Submission of Bids 12 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 13 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 14 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed 15 envelope, marked with the City Project Number, Project title, the name and address of 16 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 17 through the mail or other delivery system, the sealed envelope shall be enclosed in a separate 18 envelope with the notation "BID ENCLOSED" on the face of it. 19 20 14. Modification and Withdrawal of Bids 21 22 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 23 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 24 must be made in writing by an appropriate document duly executed in the manner 25 that a Bid must be executed and delivered to the place where Bids are to be submitted 26 at any time -prior to the opening of Bids. After all Bids not requested for withdrawal 27 are opened and publicly read aloud, the Bids for which a withdrawal request has been 28 properly filed may, at the option of the City, be returned unopened. 29 30 14.2. Bidders may modify their Bid by electronic cominunication at any time prior to the 31 time set for the closing of Bid receipt. 32 33 15. Opening of Bids 34 Bids will be opened and read aloud publicly at the place where Bids are to be submitted, An 35 abstract of the amounts of the base Bids and major alternates (if any) will be made available 36 to Bidders after the opening of Bids. 37 38 16. Bids to Remain Subject to Acceptance 39 All Bids will remain subject to acceptance for the time period specified for Notice of Award. 40 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 4I City's sole discretion, release any Bid and nullify the Bid security prior to that date. 42 4 43 17. Evaluation of Bids and Award of Contract 44 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 102195 Revised August 21, 2915 002113-9 INSTRUCTIONS TO BIDDERS Page 9 of 10 1 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 2 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 3 and to reject the Bid of any Bidder if City believes that it would not be in the best 4 interest of the Project to make an award to that Bidder, whether because the Bid is 5 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 6 meet any other pertinent standard or criteria established by City. City also reserves 7 the right to waive informalities not involving price, contract time or changes in the 8 Work with the Successful Bidder. Discrepancies between the multiplication of units 9 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 10 between the indicated sum of any column of figures and the correct sum thereof will 11 be resolved in favor of the correct sum. Discrepancies between words and figures 12 will be resolved in favor of the words. 13 14 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 15 among the Bidders, Bidder is an interested party to any litigation against City, 16 City or Bidder may have a claim against the other or be engaged in litigation, 17 Bidder is in arrears on any existing contract or has defaulted on a previous 18 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 19 Bidder has uncompleted work which in the judgment of the City will prevent or 20 hinder the prompt completion of additional work if awarded. 21 22 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 23 other persons and organizations proposed for those portions of the Work as to which 24 the identity of Subcontractors, Suppliers, and other persons and organizations must 25 be submitted as provided in the Contract Documents or upon the request of the City. 26 City also may consider the operating costs, maintenance requirements, performance 27 data and guarantees of major items of materials and equipment proposed for 28 incorporation in the Work when such data is required to be submitted prior to the 29 Notice of Award. 30 31 17.3. City may conduct such investigations as City deems necessary to assist in the 32 evaluation of any Bid and to establish the responsibility, qualifications, and financial 33 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 34 organizations to perform and furnish the Work in accordance with the Contract 35 Documents to City's satisfaction within the prescribed time. 36 37 17.4, Contractor shall perform with his own organization, work of a value not less than 38 3 5% of the value embraced on the Contract, unless otherwise approved by the City. 39 40 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 41 responsive Bidder whose evaluation by City indicates that the award will be in the 42 best interests of the City. 43 44 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 45 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 46 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 47 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 48 comparable contract in the state in which the nonresident's principal place of 49 business is located. 50 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECll-ICATION DOCUMLNTS City Project Number 102195 Revised August 21, 2015 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 0021 13 - 10 INSTRUCTIONS TO BIDDERS Page 10 of 10 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. 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement 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. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 MWERR2019 City Project Number 102195 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 �y 37 38 00 35 13 - 1 CONFLICT OF INTEREST AFFIDAVIT Page I of 1 SECTION 00 3513 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City') procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may be downloaded from the website links provided below. www.ethirs.state.tx. usffprmgaq. hUR:%/www.ethics.state.tx.usfinrmJCiS.iodf CIQ Form is on file with City Secretary 0 CIQ Form is being provided to the City Secretary E:2' CIS Form is on File with City Secretary El CIS Form is being provided to the City Secretary BIDDER, CIIu/t C Ca�s�n��en C�,x�w � Company '62 sax - Address . �i / a, City/State/Zip By: (Please Print) Signature: Title: 115�i-vl4lew T END of SECTION (Please Print) CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised March 27, 2012 00 41 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 200 Texas Street City of Fort Worth, Texas 76102 FOR: Water Main Extensions, Replacements and Relocations Contract 2019 City Project No.: 102195 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. 2.1 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 20120327 00 410000 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bld Pwposal Workbook As 00 41 00 BID FORM Page 2 of 3 3. Prequaliffcation The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Improvements 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within. 365 days 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. v. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 "If necessary, C1Q 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 8, Total Bid Amount w e y 6.1. Bidder will complete the Work in accordance with the Contract Documents feir 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. 62 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. Total Bid $0.q0 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 41 00_00 43 13 00 42 43_00 43 3700 45 1200 35 13—Bid Proposal Workbook.xls 00 41 00 BID FORK! Page 3 of 3 7. Bid Submittal X-0yy rs. 20 i 9 This Bid is submitted on . lallil Aaw. Year by the entity named below. Respectfully submitted, Receipt is, acknowledged of the Initial following Addenda: By: Addendum No. T: (Signature) Addendum No. 2: _ Addendum No. 3: Printed Nym He Addendum No. 4: j (Printed Name) Title: Title Hete Sv /�/iJJ'orra.7-,-r, /r- /ir -2;�,c d Z4 6:'-d 4 e Company: Company Name Hope Corporate Sear I Address: AWre:sta Were joC", 6br AYZ Address Here or Space _ �2v, Stale Zip Cnde Hera+ e., ?Wj .t'��f 7G J �� State of incorporation: StFLla Hof Email: 'tour F;nuW Adrirst I lefiff 3/ CIrGI tl'81 u c den, Cc� /?7 Phone, Your Ptom Number Hem ,7. _? W CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 END OF SECTION U0 410000 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook.xis ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 1. 0170.0102 120 Ea. Work Order Mobilization 017000 $ $2,250.00 $ $270,000.00 Per Each: Two Thousand Two Hundred Fifty Dollars and No Cents Work Order Emergency Mobilization 2. 0170,0103 40 Ea. 01 70 00 $ $3,500.00 $ $140,000.00 Per Each: Three Thousand Five Hundred Dollars and No Cents 3. 3311.0061 200 Lf. 4" PVC Water Pipe 331112 $ $35.00 $ $7,000.00 Per Linear Foot: Thirty Five Dollars and No Cents 4. 3311.0161 800 Lf. 6" PVC Water Pipe 331112 $ $45.00 $ $36,000.00 Per Linear Foot: Forty Five Dollars and No Cents 5. 3311.0261 1600 Lf. 8" PVC Water Pipe 33 11 12 $ $55.00 $ $88,000.00 Per Linear Foot: Fifty Five Dollars and No Cents . 6. 3311.0361 400 Lf. 10" PVC Water Pipe 33 11 12 $ $60.00 $ $24,000.00 Per Linear Foot: - Sixty Dollars and No Cents 7. 3311.0461 400 Lf. 12" PVC Water Pipe 331112 $ $68.00 $ $27,200.00 - Per Linear Foot: Sixty Eight Dollars and No Cents B. 3311.0561 500 Lf, 16" PVC C905 Water Pipe 331112 $ $90.00 $ $45,000.00 Per Linear Foot: Ninety Dollars and No Cents 9. i 3311.0051 100 Lf. 4" DIP Water 331110 $ $50.00 $ $5,000,00 Per Linear Foot: Fifty Dollars and No Cents B - 1 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 10. 3311.0151 100 Lf. 6" DIP Water Per Linear Foot: Fifty Five Dollars and No Cents 11. 3311.0251 100 Lf. 8" DIP Water Per Linear Foot: Sixty Five Dollars and No Cents f 12. 3311.0351 100 Lf. 10" DIP Water Per Linear Foot: Seventy Dollars and No Cents 13. 3311.0451 100 Lf. 12" DIP Water Per Linear Foot: Seventy Five Dollars and No Cents 14. 3311.0551 100 Lf. 16" DIP Water Per Linear Foot: One Hundred Dollars and No Cents 8" Water Carrier Pipe (DI w/ SS Casing - 15. 3305.2002 100 Lf. Spacers) Per Linear Foot: One Hundred Dollars and No Cents 10" Water Carrier Pipe (DI w/ SS Casing - 16. 3305.2003 100 Lf. Spacers) Per Linear Foot: One Hundred Ten Dollars and No Cents 12" Water Carrier Pipe (DI w/ SS Casing 17. 3305.2004 100 Lf. Spacers) Per Linear Foot: One Hundred Twenty Dollars and No Cents 331110 $ $55.00 $ $5,500.00 331110 $ $65.00 $ $6,500.00 331110 $ $70.00 $ $7,000.00 331110 1 $75.00 $ $7,500.00 33 11 10 $ $100.00 $ $10,000.00 33 05 24 $ $100.00 $ $10,000.00 33 05 24 $ $110.00 $ $11,000.00 33 05 24 $ $120.00 $ $12,000.00 8-2 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 16" Water Carrier Pipe (DI w/ SS Casing 18. 3305.2005 100 Lf. Spacers) 33 05 24 $ $130,00 $ $13,000.00 Per Linear Foot: One Hundred Thirty Dollars and No Cents 16" Casing By Open Cut (Welded Steel) 19. 3305.1002 100 Lf. 33 05 22 $ $120.00 $ $12,000.00 Per Linear Foot: One Hundred Twenty Dollars and No Cents 20" Casing By Open Cut (Welded Steel) 20. 3305.1003 100 Lf. 33 05 22 $ $140.00 $ $14,000.00 Per Linear Foot: One Hundred Forty Dollars and No Cents 24" Casing By Open Cut (Welded Steel) 21. 3305.1004 100 Lf. 33 05 22 $ $170.00 $ $17,000.00 Per Linear Foot: One Hundred Seventy Dollars and No Cents 30" Casing By Open Cut (Welded Steel) 22. 3305.1005 100 Lf. 33 05 22 $ $220.00 $ $22,000.00 Per Linear Foot: Two Hundred Twenty Dollars and No Cents 36" Casing By Open Cut (Welded Steel) 23. 3305.1006 100 Lf. 33 05 22 $ $250.00 $ $25,000.00 Per Linear Foot: Two Hundred Fifty Dollars and No Cents 16" Casing By Other Than Open Cut 24. 3305.1102 100 Lf. (Welded Steel w/ Grout) 33 05 22 $ $400.00 $ $40,000.00 r Per Linear Foot: r Four Hundred Dollars and No Cents 1 20" Casing By Other Than Open Cut 25. 3305.1103 100 Lf. (Welded Steel w/ Grout) 33 05 22 $ $450.00 $ $45,000.00 Per Linear Foot: Four Hundred Fifty Dollars and No Cents B-3 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 24" Casing By Other Than Open Cut 26. 3305.1104 100 Lf. (Welded Steel w/ Grout) 33 05 22 $ $450.00 $ $45,000.00 Per Linear Foot: Four Hundred Fifty Dollars and No Cents 30" Casing By Other Than Open Cut 27. 3305.1105 100 Lf. (Welded Steel w/ Grout) 33 05 22 $ $500.00 $ $50,000.00 Per Linear Foot: Five Hundred Dollars and No Cents 36" Casing By Other Than Open Cut 28. 3305.1106 100 L.f. (Welded Steel w/ Grout) 33 05 22 $ $600.00 $ $60,000.00 Per Linear Foot: Six Hundred Dollars and No Cents 29. 3312.3001 20 Ea. 4" Gate Valve 33 12 20 $ $800.00 $ $16,000.00 i Per Each: { Eight Hundred Dollars and No Cents 30. 3312.3002 25 Ea. 6" Gate Valve 33 12 20 $ $1,100.00 $ $27,500.00 Per Each: One Thousand One Hundred Dollars and No Cents 31. 3312.3003 25 Ea. 8" Gate Valve 33 12 20 $ $1,300.00 $ $32,500.00 Per Each: One Thousand Three Hundred Dollars and No Cents 1 32. 3312.3004 10 Ea. 10" Gate Valve 33 12 20 $ $1,800.00 $ $18,000.00 Per Each: One Thousand Eight Hundred Dollars and No Cents 33. 3312.3005 10 Ea. 12" Gate Valve 33 12 20 $ $2,200.00 $ $22,000.00 Per Each: Two Thousand Two Hundred Dollars and No Cents B-4 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 34. 3312.3006 5 Ea. 16" Gate Valve w/ Vault 33 12 20 $ $12,000.00 $ $60,000.00 Per Each: Twelve Thousand Dollars and No Cents 35. 5 Ea. 16" Gate Valve -Direct Bury $ $10,000.00 $ $50,000.00 Per Each: Ten Thousand Dollars and No Cents 36. 33123101 5 Ea. 4" Cut -in Gate Valve 33 12 20 $ $1,200.00 $ $6,000.00 Per Each: One Thousand Two Hundred Dollars and No Cents 37. 3312.3102 5 Ea. 6" Cut -in Gate Valve 33 1220 $ $1,800.00 $ $9,000.00 Per Each: One Thousand Eight Hundred Dollars and No Cents 38. 3312.3103 5 Ea. 8" Cut -in Gate Valve 33 1220 $ $2,200.00 $ $11,000.00 Per Each: Two Thousand Two Hundred Dollars and No Cents 39. 3312.3104 5 Ea. 10" Cut -in Gate Valve 33 1220 $ $2,800.00 $ $14,000.00 _ Per Each: Two Thousand Eight Hundred Dollars and No Cents ! 40. 3312.3105 5 Ea, 12" Cut -in Gate Valve 33 12 20 $ $2,900.00 $ $14,500.00 Per Each: i Two Thousand Nine Hundred Dollars ' and No Cents 41. 3312.3106 2 Ea. 16" Cut -in Gate Valve w/ Vault 33 12 20 $ $15,000.00 $ $30,000.00 Per Each: Fifteen Thousand Dollars and No Cents 42. 3312.3106 2 Ea. 16" Cut -in Gate Valve - Direct Bury 331220 $ $13,000.00 $ $26,000.00 Per Each: Thirteen Thousand Dollars and No Cents B-5 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 43. 0241.1301 5 Ea. Remove 4" Water Valve 024114 $ $300.00 $ $1,500.00 Per Each: Three Hundred Dollars and No Cents 44. 0241.1302 5 Ea. Remove 6" Water Valve 02 4114 $ $300.00 $ $1,500.00 Per Each: Three Hundred Dollars and No Cents 45. 0241.1303 5 Ea, Remove 8" Water Valve 02 41 14 $ $300.00 $ $1,500.00 Per Each: Three Hundred Dollars and No Cents 46. 0241.1304 5 Ea. Remove 10" Water Valve 02 41 14 $ $300.00 $ $1,500.00 Per Each: Three Hundred Dollars and No Cents 47. 0241.1305 5 Ea. Remove 12" Water Valve 02 41 14 $ $300.00 $ $1,500.00 Per Each: Three Hundred Dollars and No Cents 48. 0241.1351 2 Ea. Salvage 16" Water Valve 02 41 14 $ $1,000.00 $ $2,000.00 PerFach: One Thousand Dollars and No Cents Ductile Iron Water Fittings w/ Restraint 49. 3311.0001 15 Tn. 331111 $ $8,000,00 $ $120,000.00 Per Ton: Eight Thousand Dollars and No Cents 50, 3312.0001 20 Ea. Fire Hydrant 33 12 40 $ $4,200.00 $ $84,000.00 Per Each: Four Thousand Two Hundred Dollars and No Cents 51. 3305.0101 20 Vf. Fire Hydrant Stem Extension 330514 $ $300.00 $ $6,000.00 Per Vertical Foot: Three Hundred Dollars and No Cents B - 6 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 52. 0241.1510 5 Ea. Salvage Fire Hydrant 02 41 14 $ $600.00 $ $3,000.00 Per Each: Six Hundred Dollars and No Cents 2" Combination Air Valve Assembly for 53. 3312.1002 5 Ea. Water 33 12 30 $ $4,000.00 $ $20,000.00 ' Per Each: Four Thousand Dollars and No Cents 54. 3312.6002 5 Ea. 6" Blow Off Valve 33 12 60 $ $5,000,00 $ $25,000.00 Per Each: Five Thousand Dollars and No Cents 55. 3312.4001 1 Ea. 6" x 4" Tapping Sleeve & Valve 33 12 25 $ $2,000.00 $ $2,000.00 Per Each: Two Thousand Dollars and No Cents 56. 3312.4002 1 Ea. 6" x 6" Tapping Sleeve & Valve 33 12 25 $ $2,000.00 $ $2,000.00 Per Each: Two Thousand Dollars and No Cents 57. 3312.4003 1 Ea. 8" x 4" Tapping Sleeve & Valve 33 12 25 $ $2,500.00 $ $2,500.00 Per Each: Two Thousand Five Hundred Dollars and No Cents i 58. 3312A004 1 Ea. 8" x 6" Tapping Sleeve & Valve 33 12 25 $ $2,500.00 $ $2,500.00 Per Each: Two Thousand Five Hundred Dollars and No Cents 59. 3312.4005 1 Ea. 8" x 8" Tapping Sleeve & Valve 33 12 25 $ $3,000.00 $ $3,000.00 Per Each: Three Thousand Dollars and No Cents 60. 3312.4101 1 Ea. 10" x 4" Tapping Sleeve & Valve 33 12 25 $ $2,800.00 $ $2,800.00 Per Each: Two Thousand Eight Hundred Dollars and No Cents B - 7 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 61. 3312.4102 1 Ea, 10" x 6" Tapping Sleeve & Valve 33 12 25 $ $3,000.00 $ $3,000.00 Per Each: Three Thousand Dollars and No Cents 62. 3312.4103 1 Ea. 10" x 8" Tapping Sleeve & Valve 33 12 25 $ $3,200.00 $ $3,200.00 Per Each: Three Thousand Two Hundred Dollars and No Cents l 63. 3312.4104 1 Ea. 10" x 10" Tapping Sleeve & Valve 331225 $ $3,500.00 $ $3,500.00 Per Each: Three Thousand Five Hundred Dollars and No Cents 64. 3312.4105 1 Ea. 12" x 4" Tapping Sleeve & Valve 331225 $ $3,000.00 $ $3,000.00 Per Each: Three Thousand Dollars and No Cents 65. 3312.4106 1 Ea. 12" x 6" Tapping Sleeve & Valve 331225 $ $3,200.00 $ $3,200.00 Per Each: Three Thousand Two Hundred Dollars _ and No Cents 66. 3312.4107 1 Ea. 12" x 8" Tapping Sleeve & Valve 331225 $ $3,500.00 $ $3,500.00 - Per Each: Three Thousand Five Hundred Dollars and No Cents 67. 3312.4108 1 Ea. 12" x 10" Tapping Sleeve & Valve 33 12 25 $ $4,000.00 $ $4,000.00 Per Each: Four Thousand Dollars and No Cents 68. 3312.4109 1 Ea. 12" x 12" Tapping Sleeve & Valve 33 12 25 $ $4,500.00 $ $4,500.00 Per Each: Four Thousand Five Hundred Dollars and No Cents 69. 3312.4110 1 Ea. 16" x 4" Tapping Sleeve & Valve 33 12 25 $ $4,500.00 $ $4,500.00 Per Each: Four Thousand Five Hundred Dollars and No Cents B - 8 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 70. 3312.4111 1 Ea. 16" x 6" Tapping Sleeve & Valve 331225 $ $4,800.00 $ $4,800.00 Per Each: y Four Thousand Eight Hundred Dollars and No Cents 71. 3312.4112 1 Ea. 16" x 8" Tapping Sleeve & Valve 3312 25 $ $5,000.00 $ $5,000.00 Per Each: Five Thousand Dollars and No Cents 72. 3312.4113 1 Ea. 16" x 10" Tapping Sleeve & Valve 331225 $ $5,800.00 $ $5,800.00 Per Each: Five Thousand Eight Hundred Dollars and No Cents 73. 3312.4114 1 Ea. 16" x 12" Tapping Sleeve & Valve 33 12 25 $ $6,000.00 $ $6,000.00 Per Each: Six Thousand Dollars and No Cents 74. 3312.4203 1 Ea. 20" x 8" Tapping Sleeve & Valve 331225 $ $5,700.00 $ $5,700.00 Per Each: Five Thousand Seven Hundred Dollars and No Cents 75. 3312.4206 1 Ea. 20" x 16" Tapping Sleeve & Valve 3312 25 $ $7,000.00 $ $7,000.00 '1 Per Each: Seven Thousand Dollars and No Cents J76. 1 Ea. 21" x 8" Tapping Sleeve & Valve $ $12,000.00 $ $12,000.00 Per Each: Twelve Thousand Dollars and No Cents 77, 3312.4209 1 Ea. 24" x 8" Tapping Sleeve & Valve 33 12 25 $ $8,200.00 $ $8,200.00 Per Each: Eight Thousand Two Hundred Dollars and No Cents 78. 3312.4212 1 Ea. 24" x 16" Tapping Sleeve & Valve 331225 $ $18,000.00 $ $18,000.00 Per Each: Eighteen Thousand Dollars and No Cents B - 9 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IiN WORDS SECTION NO. PRICE AMOUNT 79. 3312.4303 1 Ea. 30" x 8" Tapping Sleeve & Valve 33 12 25 $ $11,000.00 $ $11,000.00 Per Each: Eleven Thousand Dollars and No Cents I 80, 3312.4303 1 Ea. 30" x 12" Tapping Sleeve & Valve 33 12 25 $ $12,000.00 $ $12,000.00 Per Each: Twelve Thousand Dollars and No Cents 81. 3312.4311 1 Ea. 36" x 8" Tapping Sleeve & Valve 33 12 25 $ $11,000.00 $ $11,000.00 Per Each: Eleven Thousand Dollars and No Cents 82. 3312.4313 1 Ea. 36" x 12" Tapping Sleeve & Valve 331225 $ $13,000.00 $ $13,000.00 Per Each: Thirteen Thousand Dollars and No Cents 83. 50 Ea. 3/4" Water Tap to Main $ $600.00 $ $30,000.00 Per Each: Six Hundred Dollars and No Cents 84. 100 Lf. 3/4" Copper Service Line $ $25.00 $ $2,500.00 Per Linear Foot: Twenty Five Dollars and No Cents ! 85. 100 Lf. 3/4" Private Water Service $ $50.00 $ $5,000.00 Per Linear Foot: Fifty Dollars and No Cents 86. 50 Lf. 3/4" Bored Water Service $ $50.00 $ $2,500.00 Per Linear Foot: l Fifty Dollars and No Cents 87. 50 Ea. 1" Water Tap to Main $ $800.00 $ $40,000.00 Per Each: Fight Hundred Dollars and No Cents B-10 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 88. 100 Lf. 1" Copper Service Line $ $27.00 $ $2,700.00 Per Linear Foot: Twenty Seven Dollars and No Cents 89. 3312.2004 100 Lf. 1" Private Water Service 33 12 10 $ $55.00 $ $5,500.00 S Per Linear Foot: Fifty Five Dollars and No Cents i 90. 3312.2002 50 Lf. 1" Bored Water Service 33 12 10 $ $60.00 $ $3,000.00 Per Linear Foot: Sixty Dollars and No Cents 91. 50 Ea. 11/2" Water Tap to Main $ $850.00 $ $42,500.00 Per Each: Eight Hundred Fifty Dollars and No Cents 92. 100 Lf. 11/2" Copper Service Line $ $60-00 $ $6,000.00 Per linear Foot: Sixty Dollars and No Cents 93. 3312.2104 100 Lf. 11/2" Private Water Service 33 12 10 $ $65.00 $ $6,500.00 i Per Linear Foot: Sixty Five Dollars and No Cents r 94. 3312.2102 50 Lf. 11/2" Bored Water Service 33 12 10 $ $65.00 $ $3,250.00 Per Linear Foot: Sixty Five Dollars and No Cents i 95. 50 Ea. 2" Water Tap to Main $ $900.00 $ $45,000.00 Per Each: Nine Hundred Dollars and No Cents 96. 100 Lf. 2" Copper Service Line $ $37.00 $ $3,700.00 Per Linear Foot: Thirty Seven Dollars and No Cents B-11 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 97. 3312.2204 100 Lf. 2" Private Water Service 33 12 10 $ $65.00 $ $6,500.00 ( I Per Linear Foot: Sixty Five Dollars and No Cents 98. 3312.2202 50 Lf. 2" Bored Water Service 331210 $ $65.00 $ $3,250.00 Per Linear Foot: Sixty Five Dollars and No Cents ' Class A PVC Meter Box (Furnish & Set) 99, 25 Ea. $ $200.00 $ $5,000.00 Per Each: Two Hundred Dollars and No Cents Class B PVC Meter Box (Furnish & Set) 100. 25 Ea. $ $300.00 $ $7,500.00 Per Each: Three Hundred Dollars and No Cents Class C PVC Meter Box (Furnish & Set) 101. 10 Ea. $ $300.00 $ $3,000.00 Per Each: Three Hundred Dollars and No Cents Class A Conc. Meter Box (Furnish & Set) - 102. 10 Ea. $ $300.00 $ $3,000.00 Per Each: Three Hundred Dollars and No Cents Class B Conc. Meter Box (Furnish & Set) 103. 10 Ea. $ $300.00 $ $3,000.00 i Per Each: Three Hundred Dollars and No Cents 104. 2 Ea. 1" Multiple Service Branch $ $300A0 $ $600.00 Per Each: Three Hundred Dollars and No Cents B-12 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 105. 2 Ea. 1 1/2" Multiple Service Branch $ $300.00 $ $600.00 Per Each: Three Hundred Dollars and No Cents I_ 106. 2 Ea. 2" Multiple Service Branch $ $300.00 $ $600.00 Per Each: Three Hundred Dollars and No Cents 107. 5 Ea. Relocate 3/4" Water Meter $ $400.00 $ $2,000.00 Per Each: Four Hundred Dollars and No Cents 108. 5 Ea. Relocate 1" Water Meter $ $450.00 $ $2,250.00 Per Each: Four Hundred Fifty Dollars and No Cents 109. 5 Ea. Relocate 1 1/2" Water Meter $ $450.00 $ $2,250.00 Per Each: Four Hundred Fifty Dollars and No Cents 110. 5 Ea. Relocate 2" Water Metter t $500.00 $ $2,500,00 Per Each: Five Hundred Dollars and No Cents Sprinkler System Backflow Preventer 111. 5 Ea. Relocation $ $800.00 $ $4,000.00 Per Each: Eight Hundred Dollars and No Cents I 112. 3304.0102 1500 Lf. 2" Temporary Water Services 33 04 30 $ $8.00 $ $12,000.00 Per linear Foot: I ' Eight Dollars and No Cents 113. 3312.2801 10 Ea. Meter Vault for 3" Meter 33 12 11 $ $9,500.00 $ $95,000.00 ' Per Each: Nine Thousand Five Hundred Dollars and No Cents B-13 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 114. 3312.2802 10 Ea. Meter Vault for 4" Meter 331211 $ $10,000.00 $ $100,000.00 Per Each: Ten Thousand Dollars and No Cents 115. 3312.2803 10 Ea. Meter Vault for 6" Meter 331211 $ $13,000.00 $ $130,000.00 Per Each: Thirteen Thousand Dollars and No Cents i 116. 3312.2804 5 Ea. Meter Vault for 8" Meter 33 12 11 $ $16,000,00 $ $80,000.00 Per Each: Sixteen Thousand Dollars and No Cents 117. 3312.2805 5 Ea. Meter Vault for 10" meter Per Each: Nineteen Thousand Dollars and No Cents 118. 0241.1602 5 Ea. Remove Concrete Water Vault Per Each: Two Thousand Dollars and No Cents 119. 3312.0002 5 Ea. Water Sampling Station Per Each: One Thousand Dollars and No Cents 2" or Smaller Water Abandonment Plug 120. 0241.1218 10 Ea. Per Each: Five Hundred Dollars and No Cents 121. 0241.1218 10 Ea. 4"-12" Water Abandonment Plug Per Each: One Thousand Dollars and No Cents 331211 $ $19,000.00 $ $95,000.00 024114 $ $2,000.00 $ $10,000.00 33 12 50 $ $1,000.00 $ $5,000.00 024114 $ $500.00 $ $5,000.00 02 41 14 $ $1,000.00 $ $10,000.00 B-14 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 122. 024L1206 5 Ea. 16" Water Abandonment Plug 024114 $ $1,500.00 $ $7,500.00 Per Each: One Thousand Five Hundred Dollars and No Cents 123. 50 Lf. Water Main Extra Depth (> than 1') $ $10.00 $ $500.00 Per Linear Foot: Ten Dollars and No Cents 124. 3305.0109 100 Lf. Trench Safety 33 05 10 $ $10.00 $ $1,000.00 Per Linear Foot: Ten Dollars and No Cents Exploratory Excavation of Existing 125. 3305.0103 5 Ea. Utilities (0' - 5') 33 05 30 $ $1,000.00 $ $5,000.00 Per Each: One Thousand Dollars and No Cents r Exploratory Excavation of Existing 126. 3305.0103 5 Ea. Utilities (5' -10') 33 05 30 $ $1,500.00 $ $7,500.00 Per Each: One Thousand Five Hundred Dollars and No Cents • Exploratory Excavation of Existing 127. 3305.0103 5 Ea. Utilities (10' - 20') 33 05 30 $ $2,000.00 $ $10,000.00 Per Each: Two Thousand Dollars and No Cents Concrete Encasement for Utility Pipes 128. 3305.0116 25 Cy. 33 05 10 $ $150.00 $ $3,750.00 Per Cubic Yard: One Hundred Fifty Dollars and No Cents Imported Embedmerit/Backfill, CLSM 129. 3305.0203 100 Cy. (Flowable Fill) 33 05 10 $ $170.00 $ $17,000.00 Per Cubic Yard: One Hundred Seventy Dollars and No Cents B-15 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT Imported Embedment/Backfill, Type B 130. 100 cy. $ $20.00 $ $2,000,00 Per Cubic Yard: Twenty Dollars and No Cents 131. 3137.0101 10 Sy. Concrete Riprap 313700 $ $150.00 $ $1,500.00 Per Square Yard: One Hundred Fifty Dollars and No Cents 132. 3137.0102 10 Sy. Large Stone Riprap, dry 313700 $ $200.00 $ $2,000.00 Per Square Yard: Two Hundred Dollars and No Cents ' 133. 3137.0103 10 Sy. Large Stone Riprap, grouted 313700 $ $250.00 $ $2,500.00 Per Square Yard: Two Hundred Fifty Dollars and No Cents 134. 3292.0100 100 Sy. Block Sod Placement 32 92 13 $ $10.00 $ $1,000,00 - Per Square Yard: i Ten Dollars and No Cents _ 135. 3292,0400 100 Sy. Seeding, Hydromulch 329213 $ $8.00 $ $800.00 Per Square Yard: Eight Dollars and No Cents 136. 3201.0151 200 Lf. Asphalt Pvmt Repair, Water Service 32 01 17 $ $48.00 $ $9,600.00 Per Linear Foot: Forty Eight Dollars and No Cents 4' Wide Asphalt Pvmt Repair, 137. 3201.0111 500 Lf. Residential 320117 $ $52.00 $ $26,000.00 Per Linear Foot: Fifty Two Dollars and No Cents B-16 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL ` NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 5' Wide Asphalt Pvmt Repair, 138. 3201.0112 500 Lf. Residential 32 01 17 $ $55.00 $ $27,500.00 Per Linear Foot: Fifty Five Dollars and No Cents 6' Wide Asphalt Pvmt Repair, 139. 3201.0113 500 Lf. Residential 320117 $ $58.00 $ $29,000.00 Per Linear Foot: Fifty Eight Dollars and No Cents 4' Wide Asphalt Pvmt Repair, Arterial 140. 3201.0121 500 Lf. 32 01 17 $ $50.00 $ $25,000.00 Per Linear Foot: Fifty Dollars and No Cents i 5' Wide Asphalt Pvmt Repair, Arterial 141. 3201.0122 500 Lf. 320117 $ $55.00 $ $27,500.00 Per Linear Foot: Fifty Five Dollars and No Cents 6' Wide Asphalt Pvmt Repair, Arterial 142. 3201.0123 500 Lf. 32 01 17 $ $62.00 $ $31,000.00 Per Linear Foot: Sixty Two Dollars and No Cents 4' Wide Asphalt Pvmt Repair, Industrial ' 143. 3201.0131 500 Lf. 320117 $ $55.00 $ $27,500.00 Per Linear Foot: f Fifty Five Dollars and No Cents 5' Wide Asphalt Pvmt Repair, Industrial 144. 3201.0132 500 Lf. 320117 $ $58.00 $ $29,000.00 k Per Linear Foot: Fifty Eight Dollars and No Cents 6' Wide Asphalt Pvmt Repair, Industrial 145. 3201.0133 500 Lf. 32 01 17 $ $62.00 $ $31,000,00 Per Linear Foot: Sixty Two Dollars and No Cents B-17 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT Asphalt Pvmt Repair Beyond Defined 146. 3201.0201 500 Sy. Width, Residential 32 01 17 $ $16.00 $ $8,000.00 Per Square Yard: Sixteen Dollars and No Cents Asphalt Pvmt Repair Beyond Defined 147. 3201,0202 500 Sy. Width, Arterial 330117 $ $20.00 $ $10,000.00 Per Square Yard: Twenty Dollars and No Cents Asphalt Pvmt Repair Beyond Defined 148, 3201.0203 500 Sy. Width, Industrial 34 01 17 $ $22.00 $ $11,000.00 Per Square Yard: ' Twenty Two Dollars and No Cents 2" Extra Width Asphalt Over Exist. Base 149. 3201.0301 100 Sy. 32 01 17 $ $16.00 $ $1,600.00 Per Square Yard: Sixteen Dollars and No Cents 3" Extra Width Asphalt Over Exist. Base ' 150. 3201.0302 100 Sy. 32 01 17 $ $18.00 $ $1,800.00 Per Square Yard: Eighteen Dollars and No Cents 4" Extra Width Asphalt Over Exist. Base 1S1. 3201.0303 100 Sy. 320117 $ $20.00 $ $2,000.00 Per Square Yard: f Twenty Dollars and No Cents 152, 3201.0400 100 Lf. Temporary Asphalt Paving Repair 32 01 18 $ $20.00 $ $2,000.00 ' Per Linear Foot: Twenty Dollars and No Cents 153. 3211.0211 50 Sy. 6" Flexible Base, Type B, GR-1 321123 $ $25.00 $ $1,2S0.00 Per Square Yard: Twenty Five Dollars and No Cents B-18 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 154. 3211.0212 50 Sy. 6" Flexible Base, Type B, GR-2 321123 $ $25.00 $ $1,250.00 I Per Square Yard: Twenty Five Dollars and No Cents 155. 200 Sy. High Early Strength Conc. $ $150.00 $ $30,000.00 Per Square Yard: 1 One Hundred Fifty Dollars and No Cents 156, 3201.0614 300 Sy. Conc Pvmt Repair, Residential 320129 $ $85.00 $ $25,500.00 Per Square Yard: IEighty Five Dollars and No Cents Conc Pvmt Repair, Arterial/Industrial 1 157. 3201.0616 300 Sy. 320129 $ $90.00 $ $27,000.00 I Per Square Yard: 1 Ninety Dollars and No Cents I Conc. Pvmt Over Exist. Base, Residential 158. 300 Sy. $ $35.00 $ $10,500.00 Per Square Yard: Thirty Five Dollars and No Cents 'I Conc. Pvmt Over Exist, Base, 159. 100 Sy. Arterial/Industrial $ $38.00 $ $3,800.00 Per Square Yard: Thirty Eight Dollars and No Cents j 160. 3214.0300 100 Sy. Brick Pvmt Repair 32 14 16 $ $80.00 $ $8,000.00 Per Square Yard: Eighty Dollars and No Cents Brick Pvmt Repair (City Supplied Brick) i • 161. 3214.0600 100 Sy. 321416 $ $75.00 $ $7,500.00 Per Square Yard: Seventy Five Dollars and No Cents B-19 I ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO, ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 162. 3216.0101 500 Lf. 6" Conc Curb and Gutter (Replaced) 321613 $ $35.00 $ $17,500.00 Per Linear Foot: Thirty Five Dollars and No Cents 6" Conc Curb and Gutter Attached to 163. 500 Lf. Conc. Pvmt (Replaced) $ $40.00 $ $20,000.00 i Per Linear Foot: Forty Dollars and No Cents 164. 3216.0301 50 Sy, 9" Conc Valley Gutter, Residential 32 16 13 $ $85.00 $ $4,250.00 Per Square Yard: Eighty Five Dollars and No Cents ' 11" Conc Valley Gutter, 165. 3216,0302 50 Sy. Arterial/Industrial 321613 $ $95.00 $ $4,750.00 Per Square Yard: Ninety Five Dollars and No Cents 166. 3213.0301 450 Sf. 4" Conc Sidewalk 32 13 20 $ $12.00 $ $5,400.00 Per Square Foot: ` Twelve Dollars and No Cents 4" Conc Sidewalk, Exposed Aggregate 167. 3213.0351 200 Sf. 32 13 20 $ $15.00 $ $3,000.00 Per Square Foot: Fifteen Dollars and No Cents 168. 3213.0401 450 Sf. 6" Concrete Driveway 32 13 20 $ $15.00 $ $6,750.00 Per Square Foot: Fifteen Dollars and No Cents 6" Concrete Driveway, Exposed 169. 3213.0451 200 Sf. Aggregate 32 13 20 $ $25.00 $ $5,000.00 Per Square Foot: Twenty Five Dollars and No Cents i B-20 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 6" DIP Sewer Pipe (Repic. At Variable 170. 3331.4112 50 Lf. Depth) 331110 $ $60.00 $ $3,000.00 Per Linear Foot: Sixty Dollars and No Cents 6" PVC Sewer Pipe (Repic. At Variable 171. 50 Lf. Depth) $ $55.00 $ $2,750.00 Per Linear Foot: Fifty Five Dollars and No Cents 8" DIP Sewer Pipe (Repic. At Variable 172. 3331.4119 50 Lf. Depth) 331110 $ $70.00 $ $3,500.00 Per Linear Foot: Seventy Dollars and No Cents 8 PVC Sewer Pipe (Repic. At Variable 173. 50 Lf. Depth) $ $60.00 $ $3,000.00 Per Linear Foot: Sixty Dollars and No Cents 10" DIP Sewer (Repic. At Variable 174. 3331.4205 50 Lf. Depth) 331110 $ $75.00 $ $3,750.00 Per Linear Foot: Seventy Five Dollars and No Cents 10" PVC Sewer Pipe (Repic. At Variable 175. 50 Lf. Depth) $ $65.00 $ $3,250.00 Per Linear Foot: i Sixty Five Dollars and No Cents 12" DIP Sewer (Repic. At Variable 176. 3331.4212 50 Lf. Depth) 331110 $ $80.00 $ $4,000.00 Per Linear Foot: Eighty Dollars and No Cents 12" PVC Sewer Pipe (Repic. At Variable 177. 50 Lf. Depth) $ $70.00 $ $3,500.00 Per Linear Foot: Seventy Dollars and No Cents B-21 4 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL, NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 16" DIP Sewer (Replc. At Variable 178. 3331.4222 50 Lf. Depth) 331110 $ $100.00 $ $5,000.00 Per Linear Foot: One Hundred Dollars and No Cents 15" PVC Sewer Pipe (Replc. At Variable 179. 50 Lf. Depth) Per Linear Foot: Ninety Dollars and No Cents 180. 3471.0003 50 Ea. Traffic Control Per Each: One Thousand Two Hundred Dollars and No Cents 181. 50 Ea. Street Use Permit Per Each: One Hundred Dollars and No Cents TOTAL AMOUNT BID $ $90.00 $ $4,500.00 34 71 13 $ $1,200.00 $ $60,000.00 $ 100.00 $ $5,000.00 $3,255,850.00 B--22 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION Do 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 our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of State Here of 800 , our principal place of business, are not required to underbinresident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. BIDDER: z .lr-!r-Au /va .Io t d4(ac, r iPM Company Name Here c,P" s e ep V r /I t. O 11/0.*? �®fi n y Address Here Address Here or Space City, State Zip Code Here /'•,f Alo, -X f ,rBs 7�i�J END OF SECTION By: Printed Name Here (Signature Title: Title Here Date: 7" ZS'' / ? CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110527 00 41 0000 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook,xls 00 45 11 -- 1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary. All contractors are required to be prequalifred by the City prior to 5 submitting bids. To be eligible to bid the contractor must submit Section 00 45 12, 6 Prequalification Statement for the work type(s) listed with their Bid. Any contractor 7 or subcontractor who is not prequalifred for the work type(s) listed must submit 8 Section 00 45 13, Bidder Prequalification Application in accordance with the 9 requirements below. 10 11 The prequalification process will establish a bid limit based on a technical evaluation 12 and financial analysis of the contractor. The information must be submitted seven 13 (7) days prior to the date of the opening of bids. For example, a contractor wishing 14 to submit bids on projects to be opened on the 7th of April must file the information 15 by the 31st day of March in order to bid on these projects. In order to expedite and 16 facilitate the approval of a Bidder's Prequalification Application, the following must 17 accompany the submission. 18 a. A complete set of audited or reviewed financial statements. 19 (1) Classified Balance Sheet 20 (2) Income Statement 21 (3) Statement of Cash Flows 22 (4) Statement of Retained Earnings 23 (5) Notes to the Financial Statements, if any 24 b. A certified copy of the firm's organizational documents (Corporate Charter, 25 Articles of Incorporation, Articles of Organization, Certificate of Formation, 26 LLC Regulations, Certificate of Limited Partnership Agreement). 27 c. A completed Bidder Prequalification Application. 28 (1) 'The firm's Texas Taxpayer Identification Number as issued by the 29 Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer 30 Identification number visit the Texas Comptroller of Public Accounts 31 online at the following web address 32 www.window.state.tx.us/taxpermi and fill out the application to 33 apply for your Texas tax ID. 34 (2) The firm's e-mail address and fax number. 35 (3) The firm's DUNS number as issued by Dun & Bradstreet. This 36 number is used by the City for required reporting on Federal Aid 37 projects. The DUNS number may be obtained at.www. dn b. corn. 38 d. Resumes reflecting the construction experience of the principles of the firm 39 for firms submitting their initial prequalification. These resumes should 40 include the size and scope of the work performed. 41 e. Other information as requested by the City. 42 43 44 45 46 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July 1, 2011 00 45 11 - 2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 20 Prequalification Requirements 2 a. Financial Statements Financial statement submission must be provided in 3 accordance with the following: 4 (1) The City requires that the original Financial Statement or a 5 certified copy be submitted for consideration. 6 (2) To be satisfactory, the financial statements must be audited or 7 reviewed by an independent, certified public accounting firm 8 registered and in good standing in any state. Current Texas 9 statues also require that accounting firms performing audits or 10 reviews on business entities within the State of Texas be properly 11 licensed or registered with the Texas State Board of Public 12 Accountancy. 13 (3) The accounting firm should state in the audit report or review 14 whether the contractor is an individual, corporation, or limited 15 liability company. 16 (4) Financial Statements must be presented in U.S. dollars at the 17 current rate of exchange of the Balance Sheet date. 18 (S) The City will not recognize any certified public accountant as 19 independent who is not, in fact, independent. 20 (6) The accountant's opinion on the financial statements of the 21 contracting company should state that the audit or review has 22 been conducted in accordance with auditing standards generally 23 accepted in the United States of America. This must be stated in 24 the accounting firm's opinion. It should: (1) express an 25 unqualified opinion, or (2) express a qualified opinion on the 26 statements taken as a whole. 27 (7) The City reserves the right to require a new statement at any 28 time. 29 (8) The financial statement must be prepared as of the last day of 30 any month, not more than one year old and must be on file with 31 the City 16 months thereafter, in accordance with Paragraph 1. 32 (9) The City will determine a contractor's bidding capacity for the 33 purposes of awarding contracts. Bidding capacity is determined by 34 multiplying the positive net working capital (working capital = 35 current assets -- current liabilities) by a factor of 10. Only those 36 statements reflecting a positive net working capital position will be 37 considered satisfactory for prequalification purposes. 39 (10) In the case that a bidding date falls within the time a new 39 financial statement is being prepared, the previous statement shall 40 be updated with proper verification. 41 b. Bidder Prequalification Application. A Bidder Prequalification Application must 42 be submitted along with audited or reviewed financial statements by firms 43 wishing to be eligible to bid on all classes of construction and maintenance 44 projects. Incomplete Applications will be rejected. 45 (1) In those schedules where there is nothing to report, the notation 46 of "None" or "N/A" should be inserted. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised My 1, 2011 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 (2) A minimum of five (5) references of related work must be 2 provided. 3 (3) Submission of an equipment schedule which indicates equipment 4 under the control of the Contractor and which is related to the 5 type of work for which the Contactor is seeking prequalification. 6 The schedule must include the manufacturer, model and general 7 common description of each piece of equipment. Abbreviations or s means of describing equipment other than provided above will not 9 be accepted. 10 11 3. Eligibility to Bid 12 a. The City shall be the sole judge as to a contractor's prequalification. 13 b. The City may reject, suspend, or modify any prequalification for failure by the 14 contractor to demonstrate acceptable financial ability or performance. 15 c. The City will issue a letter as to the status of the prequalification approval. 16 d. If a contractor has a valid prequalification letter, the contractor will be eligible 17 to bid the prequalified work types until the expiration date stated in the 18 letter. 19 20 21 22 23 24 END OF SIECTI®ld 25 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July 1, 2011 00 45 12 - 1 PREQUAUFiCATTON STATEMENT Page 1 of 1 1 SECTION ®® 45 12 2 PREQUALIFICATION STATEMENT 3 4 Each Bidder for a City procurement is required to complete the information below 5 by identifying the prequalified contractors and/or subcontractors whom they intend to 6 utilize for the major work type(s) listed. 7 Major Work Contractor/Subcontractor Company Prequaiification Type Name Expiration Date Water ru G Improvements-77 �irc L' C'on.s�'o y/�4�zaz s 9 10 The undersigned hereby certifies that the contractors and/or subcontractors 11 described in the table above are currently prequalified for the work types listed. 12 13 BIDDER: n J d,, ire /f t c3��it 14 15 / � C�/'G/� Z017r ae►,oP f� By: ��/��SfJ � •�F%� '16 Company (Please�� Print 17 X?0- �©X �032r� p s� 18 signature: 19 Address 20 2I / G✓ 71i / r.�Q S D� br �, , , . , ...,.._..___--_ Title. /401-.�5�'drn 22 City/State/Zip (Please Print) 23 24 Date: 7- Z s' 25 26 END OF SECTION 27 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revises! July 1, 2011 Fogs WO RrH SEC F10N OD 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box City Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code Street Address (required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS T0: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 0045 13 - 2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 10 BUSXNESS CILASSIFICA T ION 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 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts DR Does not meet the criteria for being designated a small business as provided in Section 2006,001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 --inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches — 36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CITY OF FORT WORTH WMFRR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 004513-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 10 CCTV, 42-inches and smaller CCTV, 48-inches and smaller MAJOR WORK CATEGORIES, CONTXNUED Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning , 24-inches and smaller Sewer Cleaning , 42-inches and smaller Sewer Cleaning , All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less U Sewer Siphons All Sizes Transportation public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH WMERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 004513-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 10 f. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT 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 organization had: construction work has your (a) As a General Contractor: (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. CITY OF FORT WORTH WMERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 10 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. 8. In what other lines of business are you financially interested?. 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. NAME OF FIRM OR COMPANY I DETAILED ADDRESS J 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENCE MAGNITUDE AND TYPE OF WORK IN WHAT CAPACITY CITY OF FORT WORTH WMERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 00 45 13 _ 6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 10 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship, In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CORPORATION BLOCS( PARTNERSHIP BLOCK If a corporation. If a partnership. Date of State of Incorporation Organization Charter/File No. Date of organization President Is partnership general, limited, or registered limited liability partnership? Vice Presidents File No. (if Limited Partnership) General Partners/Officers Secretary Limited Partners (if applicable) Treasurer >tXMXTED LIABILITY COMPANY BLOCK If a corporation. State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers (with titles, if any) CITY OF FORT WORTH WMERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2017 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 10 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 WMERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 004513-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 10 14. Equipment 11 TOTS►[ ITEM QUANTITY ITEM DESCRIPTION BALANCE SHEET 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. CITY OF FORT WORTH WMERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 004513-9 BIDDER PREQUALIFICATION APPLICATION Page 9of10 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 WORTH WMERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 00 45 13 - 10 BIDDER PREQUALIFICATION APPLICATION Page 10 of 10 BI®®IER PREQUAf.Ii "ICATION WFRO"I T 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 PrequaIification Application are correct and true as of the date of this affidavit. Firm Name; Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholtior or relative thereof. CITY OF FORT WORTH WMERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2D 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 00 4S 26 -1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of 1 SECTWA 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 102195, Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR.- 41 E/ , 44-%7r Z -4-7 6 67 �;'c/i C' �ts>?sPrr+c7rov7 By: Z? PX4? rrc.Ve,-A Company (Please Prim Signature: Address - r .C✓e� :ieXOa- % Title: City/State/Zip (Please Print) 4 y_f � {� LAN �,T V JF iMILf3EiJJ L�l1�l�THE STATE OF Ti XXAS 7 j °- lvotaiyP.blleSTATEOF TEXACOUNTY OF TARRANT"; • - +g M1EotaryID#1t7594`�MYQamm E910=W7 BEFORE ME, the undersigned authority, on this day personally appeared i 'E)4 11j I known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of .521 de _ for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this St SA- day of fit' i 201p; j t� ► U-1-1 4 . . V a-e-It I t P in ot Notary Public in and for the State oft f S rm® or SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 MWERR2019 City project No. 102195 00 45 40 - 1 Minority Business Enterprise Specifications Page I of 2 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2I 22 23 24 25 26 27 28 29 30 31 32 33 34 SECTION 00 45 40 Minority Business Enterprise Specifications APPLICATION OF POLICY 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. MBE PROJECT GOALS The City's MBE goal on this project is L®% of the total bid value of the contract (Base hid applies to Parks and Community Services). 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 SSE Utilization form to he deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF RE UL"D DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Of-Fer�ar shall ciefiver a l9TB documonirltion in person to the appropriate empjq ee of the pumhasing division grid obtain a rlatchime receipt. Such ret-ejpt shall be evideiLce that the City received the docLmentation ill the time allocated. A Faxed andlor e-wailed copy -will not be accel±ted. 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 stated goal: 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 MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 102195 Revised June 9, 2015 004540-2 Minority Business Enterprise Specifications Page 2 of 2 2 3 4 S 6 7 8 9 10 II . Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City busines r exceeded. clay after the bid opening date, exclusive of the bid openin date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCI 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 M/WHE Office at (81.7) 212-2674. END OF SECTION CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 102195 Revised June 9, 2015 00 52 43 - 1 Agreement Page 1 of 5 I SECTION 00 S2 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on SEP 17, 2019_ is made by and between the City of 5 Forth Worth, a Texas home rule municipality, acting by and through its duly authorized City 6 Manager, ("City"), and Circle C Construction Co. , authorized to do business in 7 Texas, acting by and through its duly authorized representative, ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set fortb, agree as 9 follows: 10 ArticIe 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 Water Main Extensions Replacements & Relocations Contract 2019 17 City Project No. 102195 18 ArticIe 3. CONTRACT PRICE 19 City agrees to pay Contractor for performance of the Work in accordance with the Contract 20 Documents an amount, in current funds, of Two Million Dollars ($ 2,000,000.00 ). 21 Article 4. CONTRACT TIME 22 4.1 Final Acceptance. 23 The Work will be complete for Final Acceptance within 365 days after the date when the 24 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 25 plus any extension thereof allowed in accordance with Article 12 of the General 26 Conditions. 27 4.2 Liquidated Damages 28 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 29 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 30 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 31 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 32 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 33 instead of requiring any such proof, Contractor agrees that as liquidated damages for 34 delay (but not as a penalty), Contractor shall pay City One Hundred and 00/100 Dollars 35 ($100.00) for each day that expires after the time specified in Paragraph 4.1 for Final 36 Acceptance until the City issues the Final Letter of Acceptance. 37 Article 5. CONTRACT DOCUMENTS 38 5.1 CONTENTS: 39 A. The Contract Documents which comprise the entire agreement between City and 40 Contractor concerning the Work consist of the following: CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised 11.15.17 00 52 43 - 2 Agreement Page 2 of 5 41 1. This Agreement. 42 2. Attachments to this Agreement: 43 a. Bid Form 44 1) Proposal Form 45 2) Vendor Compliance to State Law Non -Resident Bidder 46 3) Prequalification Statement 47 4) State and Federal documents (project specific) 48 b. Current Prevailing Wage Rate Table 49 c. Insurance ACORD Form(s) 50 d. Payment Bond 51 e. Perfannance Bond 52 f. Maintenance Bond 53 g. Power of Attorney for the Bonds 54 h. Worker's Compensation Affidavit 55 i. MBE and/or SBE Utilization Fonn 56 3. General Conditions. 57 4. Supplementary Conditions. 58 5. Specifications specifically made a part of the Contract Documents by attachment 59 or, if not attached, as incorporated by reference and described in the Table of 60 Contents of the Project's Contract Documents. 61 6. Drawings. 62 7. Addenda. 63 8. Documentation submitted by Contractor prior to Notice of Award. 64 9. The following which may be delivered or issued after the Effective Date of the 65 Agreement and, if issued, become an incorporated part of the Contract Documents: 66 a. Notice to Proceed. 67 b. Field Orders. 68 c. Change Orders. 69 d. Letter of Final Acceptance. 70 71 Article 6. INDEMNIFICATION 72 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 73 expense, the city, its officers, servants and employees, from and against any and all 74 claims arising out of, or alleged to arise out of, the work and services to be performed 75 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 76 under this contract. This indemnification provision is specifically intended tooperate 77 and be effective even if it is alleged or proven that all or some of the damages being 78 sought were caused, in whole or in part, by any act, omission or negligence of the city. 79 This indemnity provision is intended to include, without limitation, indemnity for 80 costs, expenses and legal fees incurred by the city in defending against such claims and 81 causes of actions. 82 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 MWERR2019 City Project No. 102195 005243-3 Agreement Page 3 of 5 83 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 84 the city, its officers, servants and employees, from and against any and all loss, damage 85 or destruction of property of the city, arising out of, or alleged to arise out of, the work 86 and services to be performed by the contractor, its officers, agents, employees, 87 subcontractors, licensees or invitees under this contract. This indemnification 88 provision is specifically intended to operate and be effective even if it_is_alleged or 89 proven that all or some of the dama es being sought were caused in whole or in art 90 by any act, omission or negligence of the city. 91 92 Article 7. MISCELLANEOUS 93 7.1 Terms. 94 Terms used in this Agreement which are defined in Article I of the General Conditions will 95 have the meanings indicated in the General Conditions. 96 7.2 Assignment of Contract. 97 This Agreement, including all of the Contract Documents may not be assigned by the 98 Contractor without the advanced express written consent of the City. 99 7.3 Successors and Assigns. I00 City and Contractor each binds itself, its partners, successors, assigns and legal 101 representatives to the other party hereto, in respect to all covenants, agreements and 102 obligations contained in the Contract Documents. 103 7.4 Severability. 104 Any provision or part of the Contract Documents held to be unconstitutional, void or 105 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 106 remaining provisions shall continue to be valid and binding upon CITY and 107 CONTRACTOR. 108 7.5 Governing Law and Venue. 109 This Agreement, including all of the Contract Documents is performable in the State of 110 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 111 Northern District of Texas, Fort Worth Division. 112 7.6 Authority to Sign. 113 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 114 than the duly authorized signatory of the Contractor. 115 116 7.7 Prohibition On Contracts With Companies Boycotting Israel. 117 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 118 Code, the City is prohibited from entering into a contract with a company for goods or 119 services unless the contract contains a written verification from the company that it: (1) 120 does not boycott Israel; and (2) will not boycott Israel during the term of the contract. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised 11.15.17 005243-4 Agreement Page 4 of 5 121 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 122 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 123 certifies that Contractor's signature provides written verification to the City that 124 Contractor. (1) does not boycott Israel; and (2) will not boycott Israel during the term of 125 the contract. 126 127 7.8 Immigration Nationality Act. 128 Contractor shall verify the identity and employment eligibility of its employees who 129 perform work under this Agreement, including completing the Employment Eligibility 130 Verification Form (1-9). Upon request by City, Contractor shall provide City with copies of 13I all I-9 forms and supporting eligibility documentation for each employee who performs 132 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 133 establish appropriate procedures and controls so that no services will be performed by any 134 Contractor employee who is not legally eligible to perform such services. I35 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 436 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 137 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 138 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 139 Contractor, shall have the right to immediately terminate this Agreement for violations of 140 this provision by Contractor. 141 142 7.9 No Third -Party Beneficiaries. 143 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 144 and there are no third -party beneficiaries. 145 146 7.10 No Cause of Action Against Engineer. 147 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 148 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 149 subcontractors, for any claim arising out of, in connection with, or resulting from the 150 engineering services performed. Only the City will be the beneficiary of any undertaking by 151 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 152 whether as on -site representatives or otherwise, do not make the Engineer or its personnel 153 in any way responsible for those duties that belong to the City and/or the City's construction 154 contractors or other entities, and do not relieve the construction contractors or any other 155 entity of their obligations, duties, and responsibilities, including, but not limited to, all 156 construction methods, means, techniques, sequences, and procedures necessary for 157 coordinating and completing all portions of the construction work in accordance with the 158 Contract Documents and any health or safety precautions required by such construction 159 work. The Engineer and its personnel have no authority to exercise any control over any 160 construction contractor or other entity or their employees in connection with their work or 161 any health or safety precautions. 162 163 SIGNATURE PAGE TO FOLLOW 164 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised 11.15.17 165 166 167 168 169 170 171 172 173 174 175 176 177 005243-5 Agreement Page 5 of 5 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: C I rde C conswuchcm CO By: (Signature) 4X6 (Printed Name) Title: V i { Address: 5C0U.7'#-o,.jm►"e,I) Ave, City/State/Zip: 10 -IG-19 Date City orth By: na Burghdoff Assistant City Manager Date AtteE City (Seal M&C 19-0158 Date: 09/17/19_ Form I295 No. 2019-528207 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. LarArence Hamilt n, P.E. Senior Professio al Engineer Ap roved o Form and Legality: Do las W. Black Assistant City Attorney APPROVAL Ll��tMENDED: Chris Harder, P.E. DIRECTOR, Water Department CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 )WKWOM IA cluam Mugm City Project No. 102195 11 006113-1 PERFORMANCE BOND Page 1 of 2 1 BOND NO. TXC611167 2 SECTION 00 6113 3 PERFORMANCE BOND 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENTS: 7 COUNTY OF TA_RRANT § 8 9 That we, William _J._Schultz, Inc. dba Circle C Construction Company, known as "Principal" herein 10 and Merchants Bonding Company {Mutual,), a corporate surety(sureties, if more than one) duly authorized 11 to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly 12 bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known 13 as "City" herein, in the penal sum of Two Million Dollars ($2,000,000.00), lawful money of the United 14 States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be 15 made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and 16 severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City awarded the 18 day of SEP 17 2019, 20 , which Contract is hereby referred to and made a part hereof for all 19 purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined 20 by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract 21 designated as 22 Water Main Extensions, Replacements & Relocations Contract 2019 - City Project No. 102195 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall 24 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform 25 the Work, including Change Orders, under the Contract, according to the plans, specifications, and 26 contract documents therein referred to, and as well during any period of extension of the Contract that 27 may be granted on the part of the City, then this obligation shall be and become null and void, otherwise 28 to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant 30 County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July I, 2011 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 43 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 Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the day of SEP 17 201% 20—, PRINCIPAL: ATTEST: y (Principal) Secretary, Michelle . Lankford Witness as to Principal Witness as to Surety, John A. Aller William J. Schultz. Inc. dba Circle C Construction Company BY: Signature Teresa S. Skelly, President Name and Title Address: P. O. Box 40328 Fort Worth, TX 76140 SURETY: Merchants in Com an Mutual AV BY: Signature Sheryl A. Klutts, Attorney -in -Fact Name and Title Address: 6700 Westown Parkway West Des Moines, IA 50266 Telephone Number: 1-800-678-8171 *Note: If signed by an officer of the Surety Company, there must be on fife a certified extract from the by-laws 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. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July 1, 2011 M EJ H i� . BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being Corporations of the State of Iowa (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; John R Stockton; Sheryl A Klults their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." 'The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Atforney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 6th day of April 2017 lr+r) %0ly,44 aWI Qw. i*+ (g ;'p1��'BR,�'•. 0r r' P0,� ' **} MERCHANTS BONDING COMPANY (MUTUAL) MERCHANT. NATIONAL BONDING, INC. , , .4 y 2003 � 133 By ��� ,�t��•. _ .���, *,r`�• ,,l,��C;•President STATE OFIOWA r+'•+rlrr+arr*da '+reb.ii COUNTY OF DALLAS ss. On this this 6th day of April 2017 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. ALICIA K. GRAM Gsxry Cniit}i� Nu0t) E Tires r4iy {;cu iFi�ri�,niort E:,il�s _ Apr J T 2020 M Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 17th day of September , 2019 p,1Qq� ire rr ,,�,,C0. s 2003 :ram' 1933.• Secretary POA 0018 (3117) +�;I++�+�key�rrr�i it anryfF 3�.r 0061 14 - 1 PAYMENTBOND Page I of 2 BOND NO. TXC611167 2 SECTION 00 6114 3 PAYMENT BOND 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENTS: 7 COUNTY OF TARRANT § 8 That we, William J. Schultz Inc. dba Circle C Construction Comp an , known as "Principal" 9 herein, and Merchants Bonding Company (Mutual), a corporate surety (sureties), duly authorized to do 10 business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly I 1 bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of 12 Texas, known as "City" herein, in the penal sum of Two Million ($2,000,000.00), lawful money of the 13 United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and 14 truly be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and 15 severally, firmly by these presents: 16 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 17 day of SEP 17 2019, 20� which Contract is hereby referred to and made a part hereof for all purposes 18 as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by 19 law, in the prosecution of the Work as provided for in said Contract and designated as 20 Water Main Extensions Re lacements & Relocations Contract 2019 City Project No. 102195 21 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal 22 shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the 23 Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this •; 24 obligation shall be and become null and void; otherwise to remain in full force and effect. 25 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas i 26 Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the 27 provisions of said statute. 28 29 CITY OF FORT WORTIi MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Prqiect No. 102195 Revised July 1, 2011 1 a 2 0061 14 - 2 PAYMENT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this ATTEST: (Principal) Secretary, Michele ankford Witness as to Principal day of SEP 17 201% 20 PRINCIPAL: William J. Schultz, Inc. dba Circle C Construction Company BY: f� Signature Teresa S. Skelly —President Name and Title Address: P. O. Box 40328 Fort Worth, TX 76140 SURETY: Merchants Bo d' Company (Mutual) ATTEST: BY: Signature (Surety) Secretary Witness as to Surety, John A. Miller Sheryl A. Klutts, Attorney -in -Fact Name and Title Address: 6700 Westown Parkway West Des Moines. IA 50266-7754 Telephone Number: 1.-800-678-8171 3 4 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws 5 showing that this person has authority to sign such obligation. If Surety's physical address is different 6 from its mailing address, both must be provided. 7 8 The date of the bond shall not be prior to the date the Contract is awarded. 9 END OF SECTION CITY Or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 MWERR2019 City Project No. 102195 M E K H. T� DING MP POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; John R Stockton; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." 'The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any band, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 6th day of April 2017 •°�a'��pp� f s��' •.'# MERCHANTS BONDING COMPANY (MUTUAL) MERCHANT NATIONAL BONDING, INC. By 2003 President STATE OF IOWA COUNTY OF DALLAS ss. On this this 6th day of April 2017 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. ALICIA A, GRAM i 5 Qxiv ir„ ioli Ntirrif*l A74 0 x My C+x msslbnEx{jil +t• _ April 1, �020 T Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC-, do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 17th day of September 2019 . $0��ON,Q�'�,� +•PING Cp,�� •• 20Q3 13 Secretary '. �•'•...... •'.d ♦ yr F11. •,..FFA• \fie POA 0018 (3117) ��+„•";".+,�° "�_ «,. ,. 0061 19 - 1 MAINTENANCE BOND Page 1 of 3 BOND NO. TXC611167 3 SECTION 00 6119 4 MAINTENANCE BOND 5 6 THE STATE OF TEXAS § 7 § KNOW ALL BY THESE PRESENTS: 8 COUNTY OF TARRANT § 9 10 That we, William J. Schultz, Inc. dba Circle C Construction Colnpany, known as "Principal" herein 11 and Merchants Bonding_ Company _Mutual), a corporate surety (sureties, if more than one) duly 12 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held 13 andfirmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the 14 State of Texas, known as "City" herein, in the sum of Two .Million Dollars ($2,000,000.00), lawful 15 money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum 16 well and truly be made unto the City and its successors, we bind ourselves, our heirs, executors, 17 administrators, successors and assigns, jointly and severally, firmly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the__ day of SEP 17 2019, 20_ _, which Contract is hereby referred to and a made part hereof for 21 all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as 22 defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized 23 Change Order (collectively herein, the "Work") as provided for in said contract and designated as 24 25 Water Main Extensions. Replacements & Relocations Contract 2019 - QV Eroject No. I02195 26 27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance 28 with the plans, specifications and Contract Documents that the Work is and will remain free from defects 29 in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance 30 of the Work by the City ("Maintenance Period"); and 31 CITY OF FORT WORTH M WERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July I, 2011 MERCHAP-4TS POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; John R Stockton; Sheryl A Klutts their true and lawful Attorney(s)-i n -Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages andlor final estimates an engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 61h day of April 2017 •°• pQ .• d '�` .*, MERCHANTS BONDING COMPANY (MUTUAL) C.i A':�� , * MERCHANT NATIONAL BONDING, INC. ell 2tiO3 1933 .: By f t /resident STATE OF IOWA �''01+'+++' "+e♦ sr COUNTY OF DALLAS ss. On this this Gth day of April 2017 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. Commission Number 767430 ,r My Commlion Expires Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 17th day of September 12019 ��� �� q�:�� _0- M •�'-i3-•�f a sue: yam=. 2003 ;4 7 ; 1933 secretary ^^ .• . a r •''i . YAAyLj POA 0018 (3/17) MERCHANTS BONDING COMPANY»., MERCHANTS BONDING COMPANY (MUTUAL) • ML.RCHANTS NATIONAL BONDING, INC. P.O. BOX 14498 DES MOINES, IOWA 50306-3498 (800) 678-8171 (515) 243-3854 FAX Please send all notices of claim on this bond to; Merchants Bonding Company (Mutual) / Merchants National Bonding, Inc. P.O. Box 14498 Des Moines, Iowa 50306-3498 (515)243-8171 (800) 678-8171 Physical .Address: 6700 Westown Parkway, West Des Moines, Iowa 50266 SUP 0073 Tx (2/15) FIRST CHOICE CONTRACTORS LIABILITY ENDORSEMENT TABLE OF CONTENTS DESCRIPTION PAGE AdditionalInsured Coverage...........................•----------•............................................................................................... 9 BailBonds.................................................,..........................................................................,............................... 9 BlanketWaiver of Subrogation................................................................................................................................. 14 Bodily Injury and Property Damage.....................•----................................................................................................. 1 Care, Custody or Control............................................................................................................................................ 3 Contractors Errors and Omissions............................................................................................................................. 6 Contractual Liability (Personal & Advertising Injury).................................................................................................. 2 ElectronicData Liability.............................................................................................................................................. 1 GeneralLiability Conditions..................................................................................................... ............................... 13 IncidentalMalpractice................................................................................................................................................. 9 Insured............... .............................,................................................................................... 9 Limited Product Withdrawal Expense........................................................................................................................ 3 Limitsof Insurance.................................•----............................................................................................................. 11 Lossof Earnings......................................................................................................................................................... 9 LostKey Coverage.................................................................................................................................................... 8 Newly Formed or Acquired Organizations............................................................................................................... 11 Non -Owned Watercraft............................................................................................................................................... 1 Property Damage Liability — Borrowed Equipment.................................................................................................... 1 Tenant's Property and Premises Rented To You...................................................................................................... 8 Voluntary Property Damage....................................................................................................... .... 2 COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. FIRST CHOICE CONTRACTORS I. IAEILI i v ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM NOTE: The following are additions, replacements and amendments to the Commercial General Liability Coverage Form, and will apply unless excluded by separate endorsements) to the Commercial General Liability Coverage Form. The COMMERCIAL GENERAL LIABILITY COVERAGE FORM is amended as follows: SECTION I - COVERAGES, COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE is amended as follows: 1. Extended "Property Damage" Exclusion 2.a., Expected or Intended Injury, is replaced with the following: a. "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. 2. Non -owned Watercraft Exclusion 2.g. (2) (a) is replaced with the following: (a) Less than 51 feet long; and 3. Property Damage Liability— Borrowed Equipment The following is added to Exclusion 2.j. (4): Paragraph (4) of this exclusion does not apply to "property damage" to borrowed equipment while at a jobsite and not being used to perform operations. The most we will pay for "property damage" to any one borrowed equipment item under this coverage is $25,000 per "occurrence". The insurance afforded under this provision is excess over any other valid and collectible property insurance (including deductible) available to the insured, whether primary, excess, contingent or on any other basis. 4. Limited Electronic Data Liability Exclusion 2.p. is replaced with the following: p. Electronic Data Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate "electronic data" that does not result from physical injury to tangible property. The most we will pay under Coverage A for "property damage" because of all loss of "electronic data" arising out of any one "occurrence" is $10,000. We have no duty to investigate or defend claims or "suits" covered by this Limited Electronic Data Liability coverage. The following definition is added to SECTION V — DEFINITIONS of the Coverage Form: "Electronic data" means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD- ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 1 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) For purposes of this Limited Electronic Data Liability coverage, the definition of "Property Damage" in SECTION V — DEFINITIONS of the Coverage Form is replaced by the following: 17. "Property damage" means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the "occurrence" that caused it; c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate "electronic data", resulting from physical injury to tangible property. All such loss of "electronic data" shall be deemed to occur at the time of the "occurrence" that caused it. For purposes of this insurance, "electronic data" is not tangible property. SECTION I — COVERAGES, COVERAGE B. PERSONAL AND ADVERTISING INJURY LIABILITY is amended a as follows: Paragraph 2.e. Exclusions — the Contractual Liability Exclusion is deleted. SECTION I — COVERAGES, the following coverages are added: COVERAGE D. VOLUNTARY PROPERTY DAMAGE 1. Insuring Agreement We will pay, at your request, for "property damage" caused by an "occurrence", to property of others caused by you, or while in your possession, arising out of your business operations. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. 2. Exclusions This insurance does not apply to: "Property Damage" to: a. Property at premises owned, rented, leased or occupied by you; b. Property while in transit; c. Property owned by, rented to, leased to, loaned to, borrowed by, or used by you; d. Premises you sell, give away, or abandon, if the "property damage" arises out of any part of those premises; e. Property caused by or arising out of the "products -completed operations hazard"; f. Motor vehicles; g. "Your product" arising out of it or any part of it; or h. "Your work" arising out of it or any part of it. 3. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $250. We will then pay I the amount of loss in excess of $250 up to the applicable limit of insurance. 4. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 2 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) The insurance afforded under COVERAGE D is excess over any other valid and collectible property or inland marine insurance (including the deductible applicable to the property or inland marine coverage) available to you whether primary, excess, contingent or any other basis. Coverage D covers unintentional damage or destruction, but does not cover disappearance, theft, or loss of use. The insurance under COVERAGE D does not apply if a loss is paid under COVERAGE E. COVERAGE E. CARE, CUSTODY OR CONTROL 'I. Insuring Agreement We will pay those sums that the insured becomes legally obligated to pay as damages because of "property damage" caused by an "occurrence", to property of others while in your care, custody, or control or property of others as to which you are exercising physical control if the "property damage" arises out of your business operations. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. 2. Exclusions This insurance does not apply to: "Property Damage" to: a. Property at premises owned, rented, leased or occupied by you; b. Property while in transit; c. Premises you sell, give away, or abandon, if the "property damage" arises out of any part of those premises; d. Property causedby or arising out of the "products -completed operations hazard"; e. Motor vehicles; f. "Your product" arising out of it or any part of it; or g. "Your work" arising out of it or any part of it. 3. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $250. We will then pay the amount of loss in excess of $250 up to the applicable limit of insurance. 4. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. The insurance afforded under COVERAGE E is excess over any other valid and collectible property or inland marine insurance (including the deductible applicable to the property or inland marine coverage) available to you whether primary, excess, contingent or any other basis. The insurance under COVERAGE E does not apply if a loss is paid under COVERAGE D. COVERAGE F. LIMrrED PRODUCT[ WITHDRAWAL EXPENSE 9. Insuring Agreement a. If you area "seller", we will reimburse you for "product withdrawal expenses" associated with "your product" incurred because of a "product withdrawal" to which this insurance applies. The amount of such reimbursement is limited as described in SECTION III - LIMITS OF INSURANCE. No other obligation or liability to pay sums or perform acts or services is covered. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 3 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGI.088 (01 15) a. This insurance applies to a "product withdrawal" only if the "product withdrawal" is initiated in the "coverage territory" during the policy period because: (1) You determine that the "product withdrawal" is necessary; or (2) An authorized government entity has ordered you to conduct a "product withdrawal". c. We will reimburse only those "product withdrawal expenses" which are incurred and reported to us within one year of the date the "product withdrawal" was initiated. d. The initiation of a "product withdrawal" will be deemed to have been made only at the earliest of the following times: (1) When you have announced, in any manner, to the general public, your vendors or to your employees (other than those employees directly involved in making the determination) your decision to conduct a "product withdrawal" This applies regardless of whether the determination to conduct a "product withdrawal" is made by you or is requested by a third party; (2) When you received, either orally or in writing, notification of an order from an authorized government entity to conduct a "product withdrawal; or (3) When a third party has initiated a "product withdrawal" and you communicate agreement with the "product withdrawal", or you announce to the general public, your vendors or to your employees (other than those employees directly involved in making the determination) your decision to participate in the "product withdrawal", whichever comes first. e. "Product withdrawal expenses" incurred to withdraw "your products" which contain: (1) The same "defect" will be deemed to have arisen out of the same "product withdrawal'; or (2) A different "defect" will be deemed to have arisen out of a separate "product withdrawal" if newly determined or ordered in accordance with paragraph 1.b of this coverage. 2. Exclusions This insurance does not apply to "product withdrawal" expenses" arising out of: a. Any "product withdrawal" initiated due to: (1) The failure of "your products" to accomplish their intended purpose, including any breach of warranty of fitness, whether written or implied. This exclusion does not apply if such failure has caused or is reasonably expected to cause "bodily injury" or physical damage to tangible property. (2) Copyright, patent, trade secret or trademark infringements; (3) Transformation of a chemical nature, deterioration or decomposition of "your product", except if it is caused by: (a) An error in manufacturing, design, processing or transportation of "your product"; or (b) "Product tampering". (4) Expiration of the designated shelf life of "your product". b. A "product withdrawal", initiated because of a "defect" in "your product" known to exist by the Named Insured or the Named Insured's "executive officers", prior to the inception date of this Coverage Part or prior to the time "your product" leaves your control or possession. c. Recall of any specific products for which "bodily injury" or "property damage" is excluded under Coverage A - Bodily Injury And Property Damage Liability by endorsement. d. Recall of "your products" which have been banned from the market by an authorized government entity prior to the policy period. e. The defense of a claim or "suit" against you for "product withdrawal expenses". CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 4 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) 3. For the purposes of the insurance afforded under COVERAGE F, the following is added to 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit Condition under SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS. e. Duties In The Event Of A "Defect" Or A "Product Withdrawal" (1) You must see to it that we are notified as soon as practicable of any actual, suspected or threatened "defect' in "your products", or any governmental investigation, that may result in a "product withdrawal". To the extent possible, notice should include: (a) How, when and where the "defect' was discovered; (b) The names and addresses of any injured persons and witnesses; and (c) The nature, location and circumstances of any injury or damage arising out of use or consumption of "your product". (2) If a "product withdrawal" is initiated, you must: (a) Immediately record the specifics of the "product withdrawal' and the date it was initiated; (b) Send us written notice of the "product withdrawal' as soon as practicable; and (c) Not release, consign, ship or distribute by any other method, any product, or like or similar products, with an actual, suspected or threatened defect. (3) You and any other involved insured must: (a) Immediately send us copies of pertinent correspondence received in connection with the "product withdrawal (b) Authorize us to obtain records and other information; and (c) Cooperate with us in our investigation of the "product withdrawal'. 4. For the purposes of this Coverage F, the following definitions are added to the Definitions Section: a. "Defect" means a defect, deficiency or inadequacy that creates a dangerous condition. b. "Product tampering" is an act of intentional alteration of "your product" which may cause or has caused "bodily injury" or physical injury to tangible property. When "product tampering" is known, suspected or threatened, a "product withdrawal" will not be limited to those batches of "your product" which are known or suspected to have been tampered with. c. "Product withdrawal" means the recall or withdrawal of "your products", or products which contain "your products", from the market or from use, by any other person or organization, because of a known or suspected "defect' in "your product', or a known or suspected "product tampering", which has caused or is reasonably expected to cause "bodily injury" or physical injury to tangible property. d. "Product withdrawal expenses" means those reasonable and necessary extra expenses, listed below paid and directly related to a "product withdrawal': (1) Costs of notification; (2) Costs of stationery, envelopes, production of announcements and postage or facsimiles; (3) Costs of overtime paid to your regular non -salaried employees and costs incurred by your employees, including costs of transportation and accommodations; (4) Costs of computer time; (5) Costs of hiring independent contractors and other temporary employees; (6) Costs of transportation, shipping or packaging; (7) Costs of warehouse or storage space; or CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 5 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) (8) Costs of proper disposal of "your products", or products that contain "your products", that cannot be reused, not exceeding your purchase price or your cost to produce the products; but "product withdrawal expenses" does not include costs of the replacement, repair or redesign of "your product", or the costs of regaining your market share, goodwill, revenue or profit. e. "Seller" means a person or organization that manufactures, sells or distributes goods or products. "Seller" does not include a "contractor" as defined elsewhere in this endorsement. The insurance under COVERAGE F does not apply if a loss is paid under COVERAGE G. COVERAGE G. CONTRACTORS ERRORS AND OMISSIONS 1. Insuring Agreement If you are a "contractor', we will pay those sums that you become legally obligated to pay as damages because of "property damage" to "your product", "your work" or "Impaired property", due to faulty workmanship, material or design, or products including consequential loss, to which this insurance applies. The damages must have resulted from your negligent act, error or omission while acting in your business capacity as a contractor or subcontractor or from a defect in material or a product sold or installed by you while acting in this capacity. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. We have no duty to investigate or defend claims or "suits" covered by this Contractors Errors or Omissions coverage. This coverage applies only if the "property damage" occurs in the "coverage territory" during the policy period. This coverage does not apply to additional insureds, if any. Supplementary Payments — Coverage A and B do not apply to Coverage G. Contractors Errors and Omissions. 2. Exclusions This insurance does not apply to: a. "Bodily injury" or "personal and advertising injury". b. Liability or penalties arising from a delay or failure to complete a contract or project, or to complete a contract or project on time. c. Liability because of an error or omission: (1) In the preparation of estimates or job costs; (2) Where cost estimates are exceeded; (3) In the preparation of estimates of profit or return on capital; (4) In advising or failure to advise on financing of the work or project; or (5) In advising or failing to advise on any legal work, title checks, form of insurance or suretyship. d. Any liability which arises out of any actual or alleged infringement of copyright or trademark or trade dress or patent, unfair competition or piracy, or theft or wrongful taking of concepts or intellectual property. e. Any liability for damages: (1) From the intentional dishonest, fraudulent, malicious or criminal acts of the Named Insured, or by any partner, member of a limited liability company, or executive officer, or at the direction of any of them; or (2) Which is in fact expected or intended by the insured, even if the injury or damage is of a different degree or type than actually expected or intended. CGL 088 (01 16) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 6 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) f. Any liability arising out of manufacturer's warranties or guarantees whether express or implied. g. Any liability arising from "property damage" to property owned by, rented or leased to the insured. h. Any liability incurred or "property damage" which occurs, in whole or in part, before you have completed "your work." "Your work" will be deemed completed at the earliest of the following times: (1) When all of the work called for in your contract or work order has been completed; (2) When all the work to be done at the job site has been completed if your contract calls for work at more than one job site; or (3) When that part of the work done at a job site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. Work that may need service or maintenance, correction, repair or replacement, but which is otherwise complete, will be treated as complete. i. Any liability arising from "property damage" to products that are still in your physical possession. j. Any liability arising out of the rendering of or failure to render any professional services by you or on your behalf, but only with respect to either or both of the following operations: (1) Providing engineering, architectural or surveying services to others; and (2) Providing or hiring independent professionals to provide engineering, architectural or surveying services in connection with construction work you perform. Professional services include the preparing, approving or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and specifications. Professional services also include supervisory or inspection activities performed as part of any related architectural or engineering activities. But, professional services do not include services within construction means, methods, techniques, sequences and procedures employed by you in connection with construction work you perform. k. Your loss of profit or expected profit and any liability arising therefrom. I. "Property damage" to property other than "your product," "your work" or "impaired property." m. Any liability arising from claims or "suits" where the right of action against the insured has been relinquished or waived. n. Any liability for "property damage" to "your work" if the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor. o. Any liability arising from the substitution of a material or product for one specified on blueprints, work orders, contracts or engineering specifications unless there has been written authorization, or unless the blueprints, work orders, contracts or engineering specifications were written by you, and you have authorized the changes. p. Liability of others assumed by the insured under any contract or agreement, whether oral or in writing. This exclusion does not apply to liability for damages that the insured would have in the absence of the contract or agreement. 3. For the purposes of Coverage G, the following definition is added to the Definitions section: a. "Contractor" means a person or organization engaged in activities of building, clearing, filing, excavating or improvement in the size, use or appearance of any structure or land. "Contractor' does not include a "seller" as defined elsewhere in this endorsement. 4. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $250. The limits of insurance will not be reduced by the application of the deductible amount. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page i of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) We may pay any part or all of the deductible amount to effect settlement of any claim or "suit", and upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. 5. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. The insurance under COVERAGE G does not apply if a loss is paid under COVERAGE F. COVERAGE H. LOST KEY COVERAGE 1. Insuring Agreement We will pay those sums, subject to the limits of liability described in SECTION ill LIMITS OF INSURANCE in this endorsement and the deductible shown below, that you become legally obligated to pay as damages caused by an "occurrence" and due to the loss or mysterious disappearance of keys entrusted to or in the care, custody or control of you or your "employees" or anyone acting on your behalf. The damages covered by this endorsement are limited to the: a. Actual cost of the keys; b. Cost to adjust locks to accept new keys, or c. Cost of new locks, if required, including the cost of installation. 2. Exclusions This insurance does not apply to. a. Keys owned by any insured, employees of any insured, or anyone acting on behalf of any insured; b. Any resulting loss of use; or e. Any of the following acts by any insured, employees of any insured, or anyone acting on behalf of any insured: 1) Misappropriation; 2) Concealment; 3) Conversion; 4) Fraud; or 5) Dishonesty. 3. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $1,000. The limits of insurance will not be reduced by the application of the deductible amount. We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and, upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. EXPANDED COVERAGE FOR TENANT'S PROPERTY AND PREMISES RENTED TO YOU The first paragraph after subparagraph (6) in Exclusion j., Damage to Property is amended to read as follows: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire) to premises, including the contents of such premises, rented to you. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III — Limits Of Insurance. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission, Page 8 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) SECTION I - COVERAGES, SUPPLEMENTARY PAYMENTS — COVERAGE A► and B is amended as follows: All references to SUPPLEMENTARY PAYMENTS — COVERAGES A and B are amended to SUPPLEMENTARY PAYMENTS — COVERAGES A, B, D, E, G, and H. 1. Cost of Bail Bonds Paragraph 1.b. is replaced with the following: b. Up to $2,500 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 2. Loss of Earnings Paragraph 1.d. is replaced with the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. SECTION! II — W"O IS AN INSURED is amended as follows: 1. Incidental Malpractice Paragraph 2.a.(1)(d) is replaced with the following: (d) Arising out of his or her providing or failing to provide professional health care services. However, this exclusion does not apply to a nurse, emergency medical technician or paramedic employed by you to provide medical services, unless: (i) You are engaged in the occupation or business of providing or offering medical, surgical, dental, x-ray or nursing services, treatment, advice or instruction; or (ii) The "employee" has another insurance that would also cover claims arising under this provision, whether the other insurance is primary, excess, contingent or on any other basis. 2. Broadened Who Is An Insured The following are added to Paragraph 2.: Subsidiaries e. Your subsidiaries if: (1) They are legally incorporated entities; and (2) You own more than 50% of the voting stock in such subsidiaries as of the effective date of this policy. If such subsidiaries are not shown in the Declarations, you must report them to us within 180 days of the inception of your original policy. Additional Insureds f. Any person or organization described in paragraphs g. through k. below whom you are required to add as an additional insured on this policy under a written contract or agreement in effect during the term of this policy, provided the written contract or agreement was executed prior to the "bodily injury", "property damage" or "personal and advertising injury" for which the additional insured seeks coverage. However, the insurance afforded to such additional insured(s): (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured; (3) Will not be broader than that which is afforded to you under this policy; (4) Is subject to the conditions described in paragraphs g. through k. below; and (5) Nothing herein shall extend the term of this policy. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 9 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) g. Owner, Lessor or Manager of Premises If the additional insured is an owner, lessor or manager of premises, such person or organization shall be covered only with respect to liability arising out of the ownership, maintenance or use of that part of any premises leased to you and subject to the following additional exclusions: (1) Any "occurrence" that takes place after you cease to occupy those premises; or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such person or organization. h. State or Governmental Agency or Subdivision or Political Subdivision — Permits or Authorizations If the additional insured is the state or any political subdivision, the state or political subdivision shall be covered only with respect to operations performed by you or on your behalf for which the state or political subdivision has issued a permit or authorization. This insurance does not apply to: (1) `Bodily injury", "property damage", or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or (2) "Bodily injury" or "property damage" included within the "products -completed operations hazard" i. Lessor of Leased Equipment If the additional insured is a lessor of leased equipment, such lessor shall be covered only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). With respect to the insurance afforded to these additional insureds, this insurance does not apply to any "occurrence" which takes place after the equipment lease expires. j. Mortgagee, Assignee, or Receiver If the additional Insured is a mortgagee, assignee, or receiver of premises, such mortgagee, assignee or receiver of premises is an additional insured only with respect to their liability as mortgagee, assignee, or receiver and arising out of the ownership, maintenance, or use of the premises by you. This insurance does not apply to structural alterations, new construction and demolition operations performed by or for that person or organization. k. Vendor If the additional insured is a vendor, such vendor is an additional insured only with respect to "bodily injury" or "property damage" caused by "your products" which are distributed or sold in the regular course of the vendor's business, subject to the following additional exclusions: (1) The insurance afforded to the vendor does not apply to: (a) "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in absence of the contract or agreement. (b) Any express warranty unauthorized by you; (c) Any physical or chemical change in "your product" made intentionally by the vendor; (d) Repackaging, unless unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; (e) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; (f) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 10 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) (g) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor; or (h) `Bodily injury" or "property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: i. The exceptions contained in Subparagraphs d. or f.; or ii. Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. (2) This insurance does not apply to any insured person or organization, from whom you have acquired such products, or any ingredient, part or container, entering into, accompanying or containing such products. 3. Newly Formed or Acquired Organizations Paragraph 3. is amended as follows: a. Coverage under this provision is afforded until the end of the policy period. d. Coverage A does not apply to product recall expense arising out of any withdrawal or recall that occurred before you acquired or formed the organization. SECTION III — LIMITS OF INSURANCE is amended as follows: 1. Paragraph 2. is replaced with the following: 2. The General Aggregate Limit is the most we will pay for the sum of: ia. Medical expenses under Coverage C; b. Damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard"; c. Damages under Coverage B; d. Voluntary "property damage" payments under Coverage D; e. Care, Custody or Control damages under Coverage E.; and f. Lost Key Coverage under Coverage H. 2. Paragraph 5. is replaced with the following: I 5. Subject to Paragraph 2. or 3. above, whichever applies, the Each Occurrence Limit is the most we will pay for the sum of: a. Damages under Coverage A; b. Medical expenses under Coverage C; c. Voluntary "property damage" payments under Coverage D; d. Care, Custody or Control damages under Coverage E; e. Limited Product Withdrawal Expense under Coverage F; j f. Contractors Errors and Omissions under Coverage G.; and, g. Lost Key Coverage under Coverage H. because of all "bodily injury" and "property damage" arising out of any one "occurrence". 3. Paragraph 6. is replaced with the following: B. Subject to Paragraph 5. above the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to any one premises, while rented to you, CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 11 of 14 Copyright 2015 FCC[ Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) or in the case of damage by fire or explosion, while rented to you or temporarily occupied by you with permission of the owner. The Damage to Premises Rented to You Limit is the higher of the Each Occurrence Limit shown in the Declarations or the amount shown in the Declarations as Damage To Premises Rented To You Limit. 4. Paragraph 7. is replaced with the following: 7. Subject to Paragraph 5. above, the higher of $10,000 or the Medical Expense Limit shown in the Declarations is the most we will pay under Coverage C for all medical expenses because of "bodily injur-/' sustained by any one person. 5. Paragraph 8. is added as follows: 8. Subject to Paragraph 5. above, the most we will pay under Coverage D. Voluntary Property Damage for loss arising out of any one "occurrence" is $1,500. The most we will pay in any one -policy period, regardless of the number of claims made or suits brought, is $3,000. 6. Paragraph 9. is added as follows: 9. Subject to Paragraph 5. above, the most we will pay under Coverage E. Care, Custody or Control for "property damage" arising out of any one "occurrence" is $1,000. The most we will pay in any one -policy period, regardless of the number of claims made or suits brought, is $5,000. 7. Paragraph 10. is added as follows: 10. Subject to Paragraph 5. above, the most we will pay under Coverage F. Limited Product Withdrawal Expense for "product withdrawal expenses" in any one -policy period, regardless of the number of insureds, "product withdrawals" initiated or number of "your products" withdrawn is $10,000. 8. Paragraph 11. is added as follows: 11. Subject to Paragraph 5. above, the most we will pay under Coverage G. Contractors Errors and Omissions for damage in any one -policy period, regardless of the number of insureds, claims or "suits" brought, or persons or organizations making claim or bringing "suits" is $10,000. For errors in contract or job specifications or in recommendations of products or materials to be used, this policy will not pay for additional costs of products and materials to be used that would not have been incurred had the correct recommendations or specifications been made. 9. Paragraph 12. is added as follows: 12. Subject to Paragraph 5. above, the most we will pay under Coverage H., Lost Key Coverage for damages arising out of any one occurrence is $50,000. 10. Paragraph 13. is added as follows: 13. The General Aggregate Limit applies separately to: a. Each of your projects away from premises owned by or rented to you; or b. Each "location" owned by or rented to you. "Location" as used in this paragraph means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. 11. Paragraph 14. is added as follows: 14. With respect to the insurance afforded to any additional insured provided coverage under this endorsement: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 12 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) b. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. SECTION IV -- COMMERCIAL GENERAL- LIABILITY CONDITIONS is amended as follows: 1. Subparagraph 2.a. of Duties In The Event Of Occurrence, Offense, Claim, or Suit is replaced with the following: a. You must see to it that we are notified as soon as practicable of an "occurrence" or an offense which may result in a claim. This requirement applies only when the "occurrence" or offense is known to the following: (1) An individual who is the sole owner; (2) A partner, if you are a partnership or joint venture; (3) An "executive officer" or insurance manager, if you are a corporation; (4) A manager, if you are a limited liability company; (5) A person or organization having proper temporary custody of your property if you die; (6) The legal representative of you if you die; or (7) A person (other than an "employee") or an organization while acting as your real estate manager. To the extent possible, notice should include: (1) How, when and where the 'occurrence" or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense. 2. The following is added to Subparagraph 2.b. of Duties In The Event Of Occurrence, Offense, Claim, or Suit: The requirement in 2.b.applies only when the "occurrence" or offense is known to the following: (1) An individual who is the sole owner; (2) A partner or insurance manager, if you are a partnership or joint venture; (3) An "executive officer" or insurance manager, if you are a corporation; (4) A manager or insurance manager, if you are a limited liability company; (5) Your officials, trustees, board members or insurance manager, if you are a not -for -profit organization; (6) A person or organization having proper temporary custody of your property if you die; (7) The legal representative of you if you die; or (8) A person (other than an "employee") or an organization while acting as your real estate manager. 3. The following is added to paragraph 2. of Duties in the Event of Occurrence, Offense, Claim or Suit: e. If you report an "occurrence" to your workers compensation carrier that develops into a liability claim for which coverage is provided by the Coverage Form, failure to report such an "occurrence" to us at the time of the 'occurrence" shall not be deemed a violation of paragraphs a., b., and c. above. However, you shall give written notice of this "occurrence" to us as soon as you become aware that this "occurrence" may be a liability claim rather than a workers compensation claim. 4. Paragraph 6. is replaced with the following: 6. Representations CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 13 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are Lased upon representations you made to us; and c. We have issued this policy in reliance upon your representations. Any error or omission in the description of, or failure to completely describe or disclose any premises, operations or products intended to be covered by the Coverage Form will not invalidate or affect coverage for those premises, operations or products, provided such error or omission or failure to completely describe or disclose premises, operations or products was not intentional. You must report such error or omission to us as soon as practicable after its discovery. However, this provision does not affect our right to collect additional premium charges or exercise our right of cancellation or nonrenewal. S. The following is added to paragraph B. Transfer Of Rights Of Recovery Against Others To Us: However, we waive any right of recovery we may have because of payments we make for injury or damage arising out of your ongoing operations or "your work" included in the "products -completed operations hazard" under the following conditions: a) Only when you have agreed in writing to waive such rights of recovery in a contract or agreement; b) Only as to the person/entity as to whom you are required by the contract to waive rights of recovery; and c) Only if the contract or agreement is in effect during the term of this policy, and was executed by you prior to the loss. B. Paragraph 10. is added as follows: 10. Liberalization If we revise this Coverage Form to provide more coverage without additional premium charge, your policy will automatically provide the additional coverage as of the day the revision is effective in the applicable state(s). CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 14 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 084 (10 13) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU ONGOING OPERATIONS AND PRODUCTS -COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM Name of Additional Insured Persons or Organizations (As required by written contract or agreement per Paragraph A. below.) Locations of Covered Operations _ (As per the written contract or agreement, provided the location is within the "coverage territory".) (Information required to complete this Schedule, if not shown above, will be shown in the Declarations.) A. Section II —Who Is An Insured is amended to include as an additional insured: 1. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement in effect during the term of this policy that such person or organization be added as an additional insured on your policy; and 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph 1. above; and 3. The particular person or organization, if any, scheduled above. Such person(s) or organization(s) is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" occurring after the execution of the contract or agreement described in Paragraph 1. above and caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf in the performance of your ongoing operations for the additional insured; or 3. Your work" performed for the additional insured and included in the "products -completed operations hazard" if such coverage is specifically required in the written contract or agreement. CGL 084 (10 13) Includes copyrighted material of the Insurance Services Offices, Inc. with its permission. Page 1 of 3 Copyright 2013 FCCI Insurance Group. COMMERCIAL GENERAL LIABILITY CGL 084 (10 13) However, the insurance afforded to such additional insured(s) described above: 1. Only applies to the extent permitted by law; 2. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured; 3. Will not be broader than that which is afforded to you under this policy; and 4. Nothing herein shall extend the term of this policy. B. The insurance provided to the additional insured does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: 1. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. C. This insurance is excess over any other valid and collectible insurance available to the additional insured whether on a primary, excess, contingent or any other basis; unless the written contract or agreement requires that this insurance be primary and non-contributory, in which case this insurance will be primary and non-contributory relative to insurance on which the additional insured is a Named Insured. D. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement described in Paragraph A.1.; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. E. Section IV— Commercial General Liability Conditions is amended as follows: The Duties In The Event of Occurrence, Offense, Claim or Suit condition is amended to add the following additional conditions applicable to the additional insured: An additional insured under this endorsement must as soon as practicable: 1. Give us written notice of an "occurrence" or an offense which may result in a claim or "suit" under this insurance, and of any claim or "suit" that does result; 2. Send us copies of all legal papers 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; and 3. Tender the defense and indemnity of any claim or "suit' to any provider of other insurance which would cover the additional insured for a loss we cover under this endorsement and agree to make available all such other insurance. However, this condition does not affect Paragraph C. above. CGL 084 (10 13) Includes copyrighted material of the Insurance Services Offices, Inc. with its permission. Page 2 of 3 Copyright 2013 FCCI Insurance Group. COMMERCIAL GENERAL LIABILITY CGL 084 (10 13) We have no duty to defend or indemnify an additional insured under this endorsement until we receive from the additional insured written notice of a claim or "suit". F. This endorsement does not apply to any additional insured or project that is specifically identified in any other additional insured endorsement attached to the Commercial General Liability Coverage Form. CGL 084 (10 13) Includes copyrighted material of the Insurance Services Offices, Inc. with its permission. Page 3 of 3 Copyright 2013 FOCI Insurance Group. COMMERCIAL GENERAL LIABILITY CG 20 01 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY PRIMARYAN® NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 0104 13 0 Insurance Services Office, Inc., 2012 Page 1 of 1 AUTO FIRST CHOICE COVERAGE ENDORSEMENT TABLE OF CONTENTS DESCRIPTION PAGE AirbagCoverage.......................................................................................................................................................3 Auto Loan/Lease Gap Coverage.............................................................................................................................. 3 BroadFormInsured ..................................................................................................................................................1 Concealment, Misrepresentation or Fraud ........................................ .... Deductible................................................................................................................................................................. 3 Duties in the Event of Accident, Claim, Suit or Loss................................................................................................ 4 FellowEmployee......................................................................................................................................................2 Fire Department Service Charge ..................... Other Insurance for Hired Auto Physical Damage Coverage................................................................................... 4 Lossof Earnings.....................................................................................................................................................2 Lossof Use Expenses.............................................................................................................................................. 2 SupplementaryPayments........................................................................................................................................ 2 Transfer of Rights of Recovery against Others to Us............................................................................................... 4 TransportationExpenses..........................................................................................................................................2 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO FIRST CHOICE COVERAGE ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM NOTE: The following are additions, replacements and amendments to the Business Auto Coverage Form, and will apply unless excluded by separate endorsement(s) to the Business Auto Coverage Form. With respect to coverages provided by this endorsement, the provisions of the Business Auto Coverage Form apply unless modified by this endorsement. The Business Auto Coverage Form is amended as follows: SECTION II -- COVERED AUTOS LIAI3IL.ITY COVERAGE is amended as follows: A. Paragraph 1. Who Is An Insured in section A. Coverage is amended by the addition of the following: d. Any legally incorporated subsidiary of yours in which you own more than 50% of the voting stock on the effective date of this coverage form. However, "insured" does not include any subsidiary that is an "insured" under any other liability policy or would be an "insured" under such a policy but for its termination or the exhaustion of its limits of insurance. In order for such subsidiaries to be considered insured under this policy, you must notify us of such subsidiaries within 60 days of policy effective date. e. Any organization you newly acquire or form during the policy period, other than a partnership or joint venture, and over which you maintain sole ownership or a majority interest. However, coverage under this provision: (1) Does not apply if the organization you acquire or form is an "insured" under another liability policy or would be an "insured" under such a policy but for its termination or the exhaustion of its limits of insurance; (2) Does not apply to "bodily injury' or "property damage" that occurred before you acquired or formed the organization; and (3) Is afforded only for the first 90 days after you acquire or form the organization or until the end of the policy period, whichever comes first. f. 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 additional insured is an "insured" for Liability Coverage, but only for damages to which 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. g. Any "employee" of yours using: (1) a covered "auto" you do not own, hire or borrow, or a covered "auto" not owned by an "employee" or a member of his or her household, while performing duties related to the conduct of your business or your personal affairs: or (2) an "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business. However, your "employee" does not qualify as an insured under this paragraph (2) while using a covered "auto" rented from you or from any member of the "employee's" household CAU 058 (01 15) Includes copyrighted material of the insurance Services Office, Inc., with its permission. Page 1 of 4 Copyright 2015 FCCI Insurance Group. COMMERCIAL AUTO CAU 058 (01 15) h. Your members, if you are a limited liability company, while using a covered "auto" you do not own, hire or borrow, while performing duties related to the conduct of your business or your personal affairs. B. Paragraphs (2) and (4) under section 2. Coverage Extensions, a. Supplementary Payments are deleted and replaced by the following; (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" solely at our request, including actual loss of earnings up to $500 a day because of time off from work. C. Paragraph 5. under section B. Exclusions is deleted and replaced by the following: 5. Fellow Employee "Bodily injury" to: a. Any fellow "employee" of the "insured" arising out of and in the course of a fellow "employee's" employment or while performing duties related to the conduct of your business. However, this exclusion does not apply to your "employees" that are officers or managers if the "bodily injury" results from the use of a covered "auto' you own, hire or borrow. Coverage is excess over any other collectible insurance; or b. The spouse, child, parent, brother or sister of that fellow "employee" as a consequence of Paragraph a. above. SECTION III — PHYSICAL DAMAGE COVERAGE is amended as follows: A. Paragraph 4. Coverage Extensions under section A. Coverage is deleted and replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to $75 per day to a total maximum of $2,000 for temporary transportation expense incurred by you due to covered loss to any covered auto. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes Of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 24 hours after a loss and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". b. Loss of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or agreement. We will pay for loss of use expenses if caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for hired "autos"; (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for hired "autos'; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for hired "autos". However, the most we will pay for any expenses for loss of use to any one vehicle is $75 per day, to a total maximum of $2,000. B. The following is added to paragraph 4. Coverage Extensions under section A. Coverage: c. Fire Department Service Charge When a fire department is called to save or protect a covered "auto", its equipment, its contents, or occupants from a covered cause of loss, we will pay up to $1,000 for your liability for fire department service charges assumed by contractor or agreement prior to loss. No deductible applies to this additional coverage. CAU 058 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 2 of 4 Copyright 2015 FCCI Insurance Group. COMMERCIAL AUTO CAU 058 (01 15) d. Auto Loan/Lease Gap Coverage The following provisions apply: (1) If a long term leased "auto', under an original lease agreement, is a covered "auto" under this coverage form and the lessor of the covered "auto' is named as an additional insured under this policy, in the event of a total loss to the leased covered "auto', we will pay any unpaid amount due on the lease, less the amount paid under the Physical Damage Coverage Section of the policy; and less any: (a) Overdue lease or loan payments including penalties, interest, or other charges resulting from overdue payments at the time of the "loss"; (b) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (a) Security deposits not refunded by the lessor; (d) Costs for extended warranties, Credit Life Insurance, Health Accident or Disability Insurance purchased with the loan or lease; and (e) Carry-over balances from previous loans or leases. (2) If an owned "auto' is a covered "auto' under this coverage form and the loss payee of the covered "auto" is named a loss payee under this policy, in the event of a total loss to the covered "auto", we will pay any unpaid amount due on the loan, less the amount paid under the Physical Damage Coverage Section of the policy; and less any; (a) Overdue loan payments at the time of the "loss'; (b) Costs for extended warranties, Credit Life Insurance, Health Accident or Disability Insurance purchased with the loan; and (c) Carry-over balances from previous loans. C. Paragraph 3. under section B. Exclusions is deleted and replaced by the following: 3. We will not pay for "loss" due and confirmed to: a. Wear and tear, freezing, mechanical or electrical breakdown b. Blowouts, punctures or other road damage to tires This exclusion does not apply to such 'loss" resulting from the total theft of a covered "auto". However, this exclusion does not include the discharge of an airbag in a covered "auto" you own that inflates due to a cause other than a cause of "loss" set forth in Paragraphs AA.b and A.1.c.but only: a. If that "auto" is a covered "auto' for Comprehensive Coverage under this policy; b. The airbags are not covered under any warranty; and c. The airbags were not intentionally inflated We will pay up to a maximum of $1,000 for any one "loss". D. Section D. Deductible is deleted and replaced by the following: D. Deductible For each covered "auto', our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations subject to the following: Any Comprehensive Coverage deductible shown in the Declarations does not apply to: (1) "Loss" caused by fire or lightning; and (2) "Loss" arising out of theft of your vehicle if your vehicle is equipped with an active GPS tracking system. CAU 058 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 3 of 4 Copyright 2015 FCC1 Insurance Group. COMMERCIAL AUTO CAU 058 (01 15) (3) Glass damage to the side or rear windows if the glass is repaired rather than replaced. However, no deductible shall apply to damage to the windshield of any covered "auto" or to safety glass. SECTION IV — BUSINESS AUTO CONDITIONS is amended as follows: A. The following is added to paragraph a. under section A. Loss Conditions, 2. Duties in the Event of Accident, Claim, Suit or Loss. This duty applies when the "accident", claim, "suit" or "loss" is first known to: (a) You, if you are an individual; (b) A partner, if you are a partnership; (c) An executive officer or insurance manager, if you are a corporation; or (d) A member or manager, if you are a limited liability company. E. Condition v. Transfer of Rights of Recovery against Others to Us under section A. Loss Conditions is deleted and replaced by the following: 5. Transfer of Rights of Recovery against Others to Us If a person or organization to or for whom we make payment under this coverage form has rights to recover damages from another, those rights are transferred to us. That person or organization must do everything necessary to secure our rights and must do nothing after "accident" or "loss" to impair them. However, if the insured has waived rights to recover through a written contract, or if your work was commenced under a letter of intent or work order, subject to a subsequent reduction in writing of such a waiver with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this coverage form. C. The following is added to Condition 2. Concealment, Misrepresentation or Fraud under section E. General Conditions: However, if you unintentionally fail to disclose any hazards at the inception of your policy, we will not deny coverage under this coverage form because of such failure. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. D. Paragraph b. of Condition 5. Other Insurance under section E. General Conditions is deleted and replaced by the following: b. For Hired Auto Physical Damage Coverage, the following are deemed to be covered "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 that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto", nor is any "auto" you hire from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company), or members of their households. CAU 058 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 4 of 4 Copyright 2015 FCCI Insurance Group. COMMERCIAL AUTOMOBILE CAU 082 (01 15) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTOMATIC INSURED - BUSINESS AUTO POLICY PRIMARY/NON-CONTRIBUTING WHEN REQUIRED BY CONTRACT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM This endorsement is subject to the terms, conditions, exclusions and any other provisions of the BUSINESS AUTO COVERAGE FORM or any endorsement attached thereto unless changes or additions are indicated below. For the purpose of this endorsement, Section II.A.1. Who Is An Insured is amended by adding the following: 1. Any person or organization when you and such person have agreed in writing in a contract signed and executed by you prior to the loss for which coverage is sought, that such person or organization be added as an "Insured" on your auto policy. Such person or organization shall be an "insured" to the extent your negligent actions or omissions impose liability on such "insured" without fault on its part. 2. This insurance is primary and non-contributory to other liability coverages of the person or organization being added to this policy as an "insured" when so required in a written contract or agreement that is executed prior to the loss for which coverage is sought. CAU 082 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 1 of 1 Copyright 2015 FCCI Insurance Group. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 8 (Ed. 6-14) 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. Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All TX Operations 3. Premium: The premium charge for this endorsement shall be 2 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. This endorsement changes the policy to which it is attached and is effective on the date Issued unless otherwise stated. Date Prepared: June 20, 2019 Carrier: Bridge€field Casualty Insurance Company Effective Date of Endorsement: August 12, 2019 Policy Number: 196-43838 Countersigned by: Insured: William J Schultz Inc WC 42 03 04 B (Ed. 6-14) "Includes copyright material of the National Council on Compensation Insurance, Inc. used with its permission. Copyright 2014 NCCI" I DAKOTALAND FEDERAL CREDIT UNION 1371 Dakota Avenue South HURON, SD 57350 (800)440-6573 G & S FARMS INC PAMELA POULISSE 7810 ANGLIN DR FORT WORTH, TX 76140-2306 Notice of Rate and Fee Changes Effective December 1, 2019 Overdraft, Per Item Fee (check or ACH Debit) $29 Returned Check, Per Item Fee (check or ACH Debit) $28 _ VU4ACs(liutl !]uuimrlt) interest Y 1 D: $ 51. Interest Charges: $ 0.00 IRA Dividends: $ 0.00 Div/lnt Withheld YTD: $ 2.54 Penalties YTD: $ 0.00 Trans. Date frosted Date Transaction Description Amount Balance Beginning Balance 4753.71 OW30 Depoalt Dividend Anneal Percentage Yield 1),I'M �juitml Pereenldge VkId Parnod &10% 4.754.10 (1oolinl9 - Qw30ti[I19) New Balance 4754 t!1 DI VIDFNDSSUKlh4ARV Dividends W/H YTD: 0.29 Dividends YTD: 3.53 Ucpa nndl0rilL-rCI-all i1. Date Description Amount Date Description Amount 1 09/30 Deposit Dividend Annual Percentage Yield 0.10 0,39 j Total Deposits: 0.39 W_ fN'VfWVR,r+{'IiUIC - Trans. Date Posted Date Transaction Description Amount Balance Beginning Balance 7386.07 �'11i ' i l]eMlt Dhd&nd Armuol Perumtagr YKId R M A nrwrnl Fercentuge Yield Garro:d 0,1 CYR I i l d 7386.68 milm I iLE114.- 0413&2(i 191 JDWIDLrNPSMFMI ARY iiK Dividends W4/H Y 1'D: 0.44 Dividends YTD: 5.55 tlepuslla in iftTlld_U_s 1 Date Description Amount Datc Description Amount 09/30 Deposit Dividend Annual Percentage Yield 0.10 0.61 Total Deposits: 0.61 � r�llll~Iw•:�cl;,Ic �� T - - Trans. Date Posted Date 'Transaction Description Amount Balance Beginning Balance 153897.34 WN9 Will idtdimlACIISVSWE-SVEBILL *04*000LV0 ';VSVj% rSVE R ILLWJ L UA M SaIULT2 JW38.34 u'9i30 Deposit Dividend Annual Percentage 'Yield 0.056/b Annual Percentage Yield Earned 0.05% 6.32 153844.66 (09/01/2019 - 09/30/2019) ' i New Balance 153844.66 U1YiE}Btlfl•�SI<lMJ�7IltiY - .. Dividends WIH YTD: 1.91 Dividends YTD: 42.60 I Date Description 09/30 Deposit Dividend Annual Percentage Yield 0.05 Total Deposits: 6.32 09/09 Withdrawal ACH SVSWE-SVE BILL ******0003 SVSW Total Withdrawals: 59.00 ,will Sod 01her irrdii i Amount I Date Description 6.32 in0%cud Other t=ltargtil Amount Date Description 59.00 Account Number: 58969-9 Page I of 2 Statement Date: 09/30/2019 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPLCIFCATION DOCUMENTS Revision: December2l, 2d12 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology.......................................................................................................... I 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology........................................................................................................................ ......6 Article2 — Preliminary Matters......................................................................................................................... 7 2.01 Copies of Documents.....................................................................................................•.... .... ..... 7 2.02 Commencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the Work.......................................................................................................................... 8 2.04 Before Starting Construction........................................................................................................ 8 2.05 Preconstruction Conference.......................................................................................................... 8 2.06 Public Meeting.............................................................................................................................. 8 2.07 Initial Acceptance of Schedules................................................................... .............................. 8 Article 3 — Contract Documents: Intent, Amending, Reuse .............................. .......... 8 3.01 Intent.............................................................................................................................................. 8 3.02 Reference Standards...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies....................................................................................... 9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data......................................•..................................................................................... I I Article 4 --- Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 hazardous Environmental Condition at Site..............................................................................14 Article 5 -- Bonds and Insurance................................................................................................ 5.01 Licensed Sureties and Insurers...................................................................................... ..16 5.02 Performance, Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and insurance; Option. to Replace...........................................................19 Article 6 Contractor's Responsibilities........................................................................................................19 6.01. Supervision and Superintendence...............................................................................................19 CITY OF FORT WORTR STANDARD CONSTRUCTION SPECLFCATION DOCUMENTS Revision: Dz=m6er21, 2012 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.......................................................................................................................I...... 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 C 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 Representative.....................................................................................................37 9.02 Visits to Site .............. 37 9.03 Authorized Variations in Work 9.04 Rejecting Defective Work.......................................................................................................... 38 i F 9.05 Determinations for Work Performed .................... ..38 .................................................................... 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Article 10 - Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work .............................................................................................. 38 10.02 Unauthorized Changes in the Work........................................................................................... 39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety.................................................................................................................. 39 10.06 Contract Claims Process.............................................................................................................40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41 11.01 Cost ofthe 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..................................................... 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work ..................... 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work............................................................................................. 51 Article 14 - Payments to Contractor and Completion.................................................................................... 52 14.01 Schedule of Values...................................................................................................................... 52 14.02 Progress Payments...................................................................................................................... 52 14.03 Contractor's Warranty of Title................................................................................................... 54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance......................................................................................................................... 55 14.07 Final Payment.............................................................................................................................. 56 14.08 Final Completion. Delayed and Partial Retainage Release........................................................56 14.09 Waiver of Claims........................................................................................................................ 57 Article 15 - Suspension of Work and Termination........................................................................................ 57 15.01 City May Suspend Work............................................................................................................. 57 15.02 City May Terminate for Cause................................................................................................... 58 15.03 City May Terminate For Convenience....................................................................................... 60 Article16 -Dispute Resolution ...................................................................................................................... 61 16.01 Methods and Procedures............................................................................................................. 61 CITY OF PORT WORTH ,STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: De=mher2i, 2012 Article 17 — Miscellaneous........................................................................................... .......... 62 ......................... 17.01 Giving Notice.............................................................................................................................. 62 17.02 Computation of Times................................................................................................................ 62 17.03 Cumulative Remedies ... 62 17.04 Survival of Obligations................................................................................................... ........ 63 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF'CATION DOCUMENTS Revision: Dewmbu2l, 2012 UV !1 oU -I General Conditions Page 1 cf 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms. listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 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 Payrneni=The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos --Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day ---- A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. Cr1'Y OF FORT WORTH STANDARD CONSTRUCTION SPLCIFCATION DOCUNM-NTS Revision: Deccm6er21, 2012 UU 1L UU - t General Conditions Page 2 of 63 13. Change Order— A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City-- The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Documents Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23- Contractor —The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF TORT WORTH STANDARD CONSTRUCTION SPFCIFCATION DOC13IvIENTs Revision: Deoember2l, 2012 UU '12 UU - I General Conditions Page 3 of 63 25. Damage Claims -- A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services -- The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it mans the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer ---The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION sPECIFCATION DOCK iMENTS Revision: D=mber2l, 2012 uU'!.6 UU - I General Conditions Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. LiensCharges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item --- An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to ProceedA written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs —Polychlorinated biphenyls. 49. Petroleum Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPFCIFCATION DOCUMENTS Revision: December2l, 2012 VU7LUV-1 General Conditions Page 5 of 63 51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project —The Work to be performed under the Contract Documents. 53. Project Representative —The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples ---Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, perinits, and casements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FOR"1' wokil I STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VU'/L VU - I General Conditions Page 6 of 63 63. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground .Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5.00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day --- A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.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 SPECIFCATION DOCUMENTS Revision: December2l, 2012 U072UU-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, lr1 addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT' WOX111 STANDARD CONSTRUCTION SPBCIFCATION DOCUMENTS Revision: Decernber2l, 2012 UU7ZUU-I General Conditions Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor ,shall," "in conformity with," "as shown," or "as specified" are Intentional In streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORT11 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: D=rnber2l, 2012 oo'IL oo - 1 General Conditions Page 9 of 53 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 Reference to standards, specifications, manuals, or codes of any technical society, organization, or association., or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then. Contractor shall promptly report it to City in writing. Contractor shalt not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCAVON DOCUMENTS Revision: Docember2l, 2012 UU IL UU - I Genera[ Conditions Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decenber21, 2012 UU1;UU-1 General Conditions Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall farnish 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 WORTH STANDARD CONSTRUCTION SPFCIFCATION DOCUMCNTS Revision: Decemher21, 2012 UU 12UU-1 General Conditions ` Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deoembef21, 2012 W/2 UU - I 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: 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 Rill 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 CONSTRUCHON SPECtFCATION DOCUMENTS Revision: D=n1ber2l12D l2 UV '!2 UU - 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 Ul amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized.- Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the ,Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Domnber21, 2012 UU1.1UU-1 General Conditions Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the 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 PORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dewiuber2l, 2012 UU72UU-t Genera[ Conditions Page I6 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 fiirnish 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 f u-nished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPF;CIFCATION DOCUMENTS Revision: Doceanber2l, 2012 UU'IL UU - I Genera[ 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 of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7_ If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow farm of the primary coverage. S. 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 Or FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 WlLUU-1 General Conditions Page I8 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, Iimitations, 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. 13. 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 Iiability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance ,Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dwember2l, 2012 UU /2 VU f General Conditions Page 19 of 63 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 4cceptance 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 SPEC7FCATTON DOCUMENTS Revision: D c:ember2l, 2012 UU " UU - I General Conditions Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic 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 Iegal 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. CfrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUNJENTS Revision; Dommber2l, 2012 VuUuu-1 General Conditions Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents, D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply With any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that Will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items.- If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work Will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 UU 'I'Z UU - 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 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general 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 SPECIFCATION DOCUMENTS Revision: Dewn ker2l, 2012 UU'/2UU-1 Genera[ 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 farri sh 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 indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. F. 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.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deeemtber21, 2072 UUI2UU-I Genera! 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 Iess 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 f m- ish 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. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply With the intent of the City's Business Diversity Ordinance (as amended) by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE and/or SBE. Material misrepresentation of any nature may 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 SPECIFCATION DOCUMENTS Revision: Decemher2l, 2612 UU'1L UU - 1 General Conditions Page 25 of 63 L 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 Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPFCIFCATION DOCUMENTS Revision: December 21,2012 UU'12UU-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 I 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 PORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 UU I2 UU - 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 govertunental 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 lmowing 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 SP) CII�CATION DOCUMENTS Revision: Dew mber21, 2012 OU72UU-I 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: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforms/93-fonns.htinl 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPHCIC'CATION DOCOMENTS Revision; Decernb r21, 2012 UU'12UU-1 General Conditions Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.2I, 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 CONSTRUCTCON SPRCIFCAI'lON DOCUMENTS Revision; Dveember21, 2012 UU '!l UU - 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. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCA.TION DOCUMENTS Revision: Dcccinber2l, 2012 UUTLUU - I 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 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 nurnbers, 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 SPECIF'CFITION DOCUMENTS Revision: Decanbc 21, 2012 UU '/2 UU -1 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 SPECIFCATION DOCUMENTS Revision: Decmber2l, 2QI2 00 U UV - 1 General Conditions Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall fuanish 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 DAMAQES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS _INDEMNIFICATION PROVISION IS CITY OF FORT WOR 11 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 UU'1L UU -I 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 SOI�GT _VER_E CAUSED. IN WHOLE QR 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 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 UU '!'d VU - 1 General Conditions Page 35 of63 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 V1; Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as farther defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORE; 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 udder 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 WORTl1 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dewmber2l, 2012 UUY2UU-I General Conditions Page 36 o£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: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay 9%en 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 malting 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. CR'R'i' OF FORT WORTH STANDARD CONSTRUCTION SPFCIFCATION DOCUMENTS Revision: December21, 2D12 UU IL UU - 1 General Conditions Page 37 of63 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 Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of constriction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCf10N SPECIFCAI'ION DOCUMENTS Revision: Dwenilm-21, 2012 UU 't2 UU - 1 General Conditions Page 38 of 63 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City 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 Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 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 Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be Final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORD 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 WORTI-3 STANDARD CONSTRUCTION SPLCIFCATION DOCUMENTS Revision: Dwember21, 2012 UV72VU-I General Condifions 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: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work 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. CrfY OF FORT WORTH STANDARD CONSTRiJC`1'ION SPRCIFCATION DOCLTWNTS Revision: D=mber2l, 2012 UU7200-1 General Conditions Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of firrther resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 UU /d UU - I General Conditions Page 41 of 63 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; PLAINS 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 11.0 LB, 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.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and 'incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORfI l STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deceniber2l, 2012 UUI2UV-I General Conditions Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6- Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Demuber21, 24I2 UU'12 UU - 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.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch off -lees 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 -laid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dwemba2l, 2Q 12 uu 12 UU - 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 ail 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 r41lowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if. 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORT13 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deoember2l, 20I2 UU '!'L UU - 1 General Conditions Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 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 parry to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY Of, FORT WORTH STANDARD CONSTRUCTION SPECIPCATION DOCUMENTS Revision: Deoember2l, 2012 UU72UU-i General Conditions Page 46 of 63 E_ For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TEE 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.0LC). 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 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 UU12UU-I General Conditions Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (51/o) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.013; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide inforlrlation or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPE.CIFCATION DOCUMENTS Revision: December2l, 20 12 uu ZVV-J General Conditions Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORD 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 At 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 ass -Lime 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. CITE' OF FORT WORTH STANDARD CONSTRIIC'rION SPECIFCATION DOCUMENTS Revision: Dr=nber2l, 2072 00'12 UU - I General Conditions Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City 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 SPECIFCATION DOCUMENTS Revision: Dewnilm21, 2012 VU '12 UV - 1 General Conditions Page 50 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 SPECIFCA ION DOCUMENTS Revision: Decenfer21, 2012 UU/2UU-I General Conditions Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 4cceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dwember2i, 2012 UUIlUU-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 — PAYMENT'S TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPLCIFCATION DOCUMENTS Revision: Dommber21, 2012 UU 7L UU - 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 functioniing 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 FO I' WORTH STANDARD CONSTRUCTION SPECIFCl1TION DOCIJMFNTS Revision: Decelnber21, 2012 UU12UU-1 General Conditions Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 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 SPrCIFCAfION DOCUMENTS Revision: Deoember2l, 2012 UU IL U1 - I 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, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final ,4cceptance 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 SPECIFCATION DOCUMENTS Revision: Dwember2l, 2012 VVYLW - I General Conditions Page S6 of63 14.07 Final Payment A. Application fog- Payment: L Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance With the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work My completed and accepted. If the retraining 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 SPECIFCATTON DOCUMENTS Revision: Dwembu-2I, 2012 UU12UU-1 General Conditions Page 57 of 53 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 Claim 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 T.1i"JIL INATION 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 SPECIFCATION DOCUMENTS Revision: D=mber21, 2012 UU'!L UU - 1 General Conditions Page 5$ of63 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: 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 curable to carry on the Work satisfactorily; or S. 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 terininated, 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 Or PORT WORTH STANDARD CONSTRUCTION SPECIPCATION DOCUMIiNTS Revision: Dewnber2l, 20I2 V072VU-I General Conditions Page 59 of 53 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 SPECIFCA ION DOCUMLN'rS Revision: Deoember2l, 2042 U0'!2 UU -I 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; d. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH sTANDARD CONSTRUCTION SPLC11,'Ckf[ON DOC'l MWI'S Revision: Dewmber2l, 2012 UU /1 UU - 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.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CfFY OF FORT WOVI'11 STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deceniber2i, 2012 UU !6 UU - I General Conditions Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other parry to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if, 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OI" FORT' WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUN4rNTS Revision: Demnber2l, 2012 W/2,W-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 FMI, VIOTHI STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dt=nber2l, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 I7 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 SEC i ION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 6 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. SC-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: Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 MWERR2019 City Project No. 102195 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 43 44 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 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. 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 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None 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: None 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-4.0.6A., "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: None (3) Other: None SC-5.04A., "Contractor's Insurance" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 MWFRR2019 City Project No. 102195 007300-3 SUPPLEMENTARY CONDIITONS Page 3 of 6 1 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 2 coverages for not less than the following amounts or greater where required by laws and 3 regulations: 4 5 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 6 7 Statutory limits 8 Employer's liability 9 $100, 000 each accident/occurrence 10 $100, 000 Disease - each employee 11 $500, 000 Disease - policy limit 12 13 SC-5.04B., "Contractor's Insurance" 14 15 5.04B. Commercial General Liability, under Paragraph GC-5.0413. Contractor's Liability 16 Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the 17 Contractor with minimum limits of: 18 19 $1,000,000 each occurrence 20 $2, 000, 000 aggregate limit 21 22 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) 23 making the General Aggregate Limits apply separately to each job site. 24 25 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" 26 coverage's. Verification of such coverage must be shown in the remarks Article of the 27 Certificate of Insurance. 28 29 SC S.04C., "Contractor's Insurance" 30 5.04C. Automobile Liability, under Paragraph GC 5.04C, Contractor's Liability Insurance 31 under Paragraph GC-5.04C., which shall be in an amount not less than the following 32 amounts: 33 34 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any 35 Auto", defined as autos owned, hired and non -owned. 36 37 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable 38 if limits are at least: 39 40 $250, 000 Bodily Injury per person / 41 $500, 000 Bodily Injury per accident/ 42 $100, 000 PropertyDamage 43 44 SC-5.04®., "Contractor's Insurance"" 45 46 The Contractor's construction activities will require its employees, agents, subcontractors, 47 equipment, and material deliveries to cross railroad properties and tracks None 48 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised April 1, 2013 3 4 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 6 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by paragraph 5,04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: None None With respect to the above outlined insurance requirements, the following shall govern: 22 1. Where a single railroad company is involved, the Contractor shall provide one insurance 23 policy in the name of the railroad company. However, if more than one grade separation 24 or at -grade crossing is affected by the Project at entirely separate locations on the line or 25 lines of the same railroad company, separate coverage may be required, each in the 26 amount stated above. 27 28 2. Where more than one railroad company is operating on the same right-of-way or where 29 several railroad companies are involved and operated on their own separate rights-of- 30 way, the Contractor may be required to provide separate insurance policies in the name 31 of each railroad company. 32 33 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is 34 proposed on a railroad company's right-of-way at a location entirely separate from the 35 grade separation or at -grade crossing, insurance coverage for this work must be included 36 in the policy covering the grade separation. 37 38 4. If no grade separation is involved but other work is proposed on a railroad company's 39 right-of-way, all such other work may be covered in a single policy for that railroad, even 40 though the work may be at two or more separate locations. 41 42 No work or activities on a railroad company's property to be performed by the Contractor shall be 43 commenced until the Contractor has furnished the City with an original policy or policies of the 44 insurance for each railroad company named, as required above. All such insurance must be 45 approved by the City and each affected Railroad Company prior to the Contractor's beginning 46 work. 47 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised April 1, 2013 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 6 I The insurance specified above must be carried until all Work to be performed an the railroad 2 right-of-way has been completed and the grade crossing, if any, is no longer used by the 3 Contractor. In addition, insurance must be carried during all maintenance and/or repair work 4 performed in the railroad right-of-way. Such insurance must name the railroad company as the 5 insured, together with any tenant or lessee of the railroad company operating over tracks 6 involved in the Project. 7 8 SC-6.04., "Project Schedule" 9 10 Project schedule shall be tier 1 for the project. 11 12 SC-6.07., "Wade Rates" 13 14 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 15 Appendixes; 16 17 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 18 appendixes: 19 20 Commercial Construction Prevailing Wage Rates 2013 21 22 SC-6.09., "Permits and Utilities" 23 24 SC-6.09A., "Contractor obtained permits and licenses" 25 The following are known permits and/or licenses required by the Contract to be acquired by the 26 Contractor: None 27 28 SC-6.09B. "City obtained permits and licenses" 29 The following are known permits and/or licenses required by the Contract to be acquired by the 30 City: None 31 32 SC-6.09C. "Outstanding permits and licenses" 33 34 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of: 35 None 36 37 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 38 39 40 41 42 43 44 SC--7.02., "Coordination„ The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority None None None CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised April 1, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 007300-6 SUPPLEMENTARY CONDITIONS Page 6of6 SC-8.01, "Communications to Contractor" None SC-9.01.,-City's project Representative" The following firm is a consultant to the City responsible for construction management of this Project. None SC-13.03C., "Tests and Inspections" None SC-16.01C.1, `'Methods and Procedures" None 19 END OF SEMON CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 M W ERR2019 City Project No. 102195 01 35 13 - 1 SPECIAL PROJECT PROCEDURES Page 1 of 11 I SECTIOW 0135 13 2 SPECIAL. PROJECT PROCEDURES 3 PAR` 1 6 GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1.. The procedures for special project circumstances that includes, but is not 7 limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives, Drop Weight, Etc. 13 f. Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control Is k. Employee Parking 19 B. Deviations from this City of Fort Worth Standard Specification 20 21 1.. NON-EXCLUSIVE CONTRACT 22 This contract is non-exclusive. During the term of this contract or any renewal 23 hereof, the City reserves the right to advertise and award another contract for 24 like or similar work. If a second contract is awarded, the City further reserves 25 the right to issue work orders under either contract as it deems in its best 26 interest, without recourse. 27 28 2. MOVE IN CHARGES 29 A Work Order may contain one or more locations. One move -in fee will paid to 30 the contractor per Work Order issued. Locations for multiple sites per Work 31 Order will be in the same general vicinity, if possible, and if so, only one 32 mobilization charge will be paid. When water and sewer work are required only 33 the water move in fee will be paid. At no time will both fees be paid for one 34 specific location. 35 36 3. EMERGENCY SITUATION, JOB MOVE -IN 37 The Owner or Engineer shall determine when an emergency situation shall 38 exist. When water emergency work is required, the Contractor shall mobilize to 39 the said location within twenty-four (24) hours after givers notification from the 40 Inspector and/or Project Manager. The Contractor shall make all necessary 41 arrangements for bypass pumping, setting up barricades, notifying citizens, 42 etc., while waiting for other utilities to be located as directed by the Engineer. 43 The Contractor shall work continuously until the emergency work order has 44 been completed at a time agreed to by the Project Manager, Inspector, and CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 11 1 Contractor. After the emergency work order has been completed, there will be 2 no additional "Job Move -In" charges paid to remobilize back to the previous 3 project location site. 4 5 4. DETERMINATION AND INITIATION OF WORK 6 The Engineer shall determine and designate to the Contractor the location of 7 the service main requiring replacement by a Work Order together with a sketch s For each such replacement, giving the limits, size and nature of work required. 9 The Engineer will notify the Contractor that a Work Order is ready and fax 10 and/or email the Contractor a copy of the Work Order notification. The 11 Contractor is to provide his fax number and email address to the Engineer at 12 the pre -construction conference. Single or several Work Orders may be issued 13 at one time. The Contractor shall initiate work on a replacement within seven 14 f 7) working days of the date the Work Order is sent to the Contractor, and 15 continue work on the Work Order until it has been completed, not including 16 paving. The Contractor shall furnish and supply sufficient equipment and 17 personnel to complete the Work Order in the amount of time provided for in 18 the Work Order. Should the Contractor fail to start any Work Order within the 19 time specified, he shall add the necessary work crews and equipment to 20 prosecute the work to complete the Work Order or Work Orders in the time 21 provided. 22 23 5. PAYMENT 24 Because of the unique nature of this contract, Article 14, PAYMENTS TO 25 CONTRACTOR AND COMPLETION of the General Conditions shall be amended 26 and superseded by the following: (Please initial below) 27 28 Whenever the improvements prescribed by an individual Work Order have 29 been completed, the Contractor shall notify the Engineer. The Engineer or 30 other appropriate official of the Owner will, within a reasonable time, perform 31 the inspections. If such inspection reveals that the improvements are in an 32 acceptable condition and have been completed in accordance with the terms of 33 the Contract Documents and all approved modifications thereof, the Engineer 34 will recommend acceptance of the work under that particular Work Order and 35 recommend payment therefore. 36 37 If the Engineer finds that the work has not been completed as required, he 38 shall so advise the Contractor in writing, furnishing him an itemized list of all 39 known items which have not been completed or which are not in an acceptable 40 condition. When the Contractor has corrected all such items, he shall again 41 notify the Engineer that the improvements are ready for inspection, and the 42 Engineer shall proceed as outlined above. 43 44 Whenever the improvements prescribed by the individual Work Order have 45 been completed and all requirements of the Contract Documents have been 46 fulfilled on the part of the Contractor, an estimate showing the value of the 47 work will be prepared by the Engineer as soon as the necessary 48 measurements, computations, and checks can be made. 49 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 11 1 The amount of the estimate will be paid to the Contractor after acceptance by 2 the Water Department Director, provided the Contractor has furnished to the 3 Owner satisfactory evidence of payment as follows. Prior to submission of the 4 estimate for payment, the Contractor shall execute an affidavit, as furnished by 5 the City, certifying that all persons, firms, associations, corporations, or other 6 organizations furnishing labor and/or materials under that Work Order have 7 been paid in full, that the wage scale established by the City Council in the City s of Fort Worth has been paid, and that there are no claims pending for personal 9 injury and/or property damages. 10 11 The acceptance by the Contractor of the individual payment as aforesaid shall 12 operate as and shall release the Owner from all claims or liabilities under the 13 Contract for anything done or furnished or relating to the work under that 14 Work Order or any act or neglect of said City relating to or connected with the 15 Contract. 16 17 The making of the payment by the Owner shall not relieve the Contractor of 18 any guarantees or other requirements of the Contract Documents which 19 specifically continue thereafter. 20 21 Bidder's Initials 22 23 6. BID QUANTITIES AND CONTRACT AWARD 24 Bid quantities of the various items in the proposal are for comparison only and 25 may not reflect the actual quantities. There is no limit to which a bid item can 26 be increased or decreased. 27 28 Contractor shall not be entitled to renegotiation of unit prices regardless of the 29 final measured quantities. To the extent that Articles 10, 11, or 12 conflicts 30 with this provision, this provision controls. No claim will be considered for lost 31 or anticipated profits based upon differences in estimated quantities versus 32 actual quantities. 33 34 Total quantities given in the bid proposal may not reflect actual quantities; 35 however, they are given for the purpose of bidding and awarding the contract. 36 A contract in the amount of $2,000,000.00 shall be awarded with final payment 37 based on actual measured quantities and the unit price bid in this proposal. 38 Moreover, there is to be not limit on the variation between the estimated 39 quantities shown and actual quantities performed. 40 41 7. LIFE OF CONTRACT 42 it is contemplated that Work Orders will be issued to the Contractor for work 43 to be performed under this Contract for not to exceed 365 calendar days 44 following the date of the Contract nor to exceed the limit of the bid price, 45 whichever should occur first. The Contractor shall be required to complete any 46 work covered by a Work Order issued prior to that date of termination but will 47 not be required to accept any work order for execution dated after that date of 48 termination. If the cost of the work performed under this Contract is less than 49 the limit of the contract award at the end of the 365 calendar day period, at ' CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projed No. 102195 Revised December 20, 2012 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 11 1 the City's option and the Contractor's concurrence, the Project may be 2 extended to the limit of the contract award. 3 4 8. OPTION TO RENEW 5 The City has the right to renew this contract for two (2) one-year 6 term slexpenditures of $2,000,000.00 under the same terms, conditions and 7 unit prices. The City shall give at least sixty (60) days notice prior to the 8 expiration of this contract, determined as one year from the date of execution, 9 or of an option period, or a like notice at such a time as there is less than 10 $20,000.00 left unexpended. 11 12 9. LIQUIDATED DAMAGES 13 The Contractor shall pay liquidated damages of four hundred twenty dollars 14 ($420.00) per day per Work Order, for failure to begin a Work Order within the 15 seven (7) working days of the date the Work Order is faxed to the Contractor. 16 Failure to complete project within the stipulated construction time on the Work 17 Order, the Contractor will pay liquidated damages in the amount stipulated in 18 these contract documents. 19 20 10. TRENCH SAFETY SYSTEM DESIGN 21 Because of the unique nature of this contract, the number of trench safety 22 system designs required is not known at the time bids are received. While the 23 contractor is still bound by the latest version of the U.S. Department of Labor, 24 Occupational Safety and Health Administration Standards, 29 CFR Part 1926, 25 Subpart P-Excavations, it is the City's intention that all costs incurred by the 26 Contractor in acquiring trench safety designs be included in the unit price bid 27 for Job Move In or mobilization. 28 29 11. IRRIGATION SYSTEMS 30 Disruption of private irrigation systems is inevitable, but should be kept to a 31 minimum where possible. Repairing damage to the irrigation system shall be 32 subsidiary to the price bid per linear foot of pipe. No additional compensation 33 will be allowed. 34 35 C. Related Specification Sections include, but are not necessarily limited to: 36 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 37 Contract 38 2. Division 1 — General Requirements 39 3. Section 33 12 25 — Connection to Existing Water Mains 40 1..2 PRICE AND PAYMENT PIROCEDUIRES 41 A. Measurement and Payment 42 1. Coordination within Railroad permit areas 43 a. Measurement 44 1) Measurement for this Item will be by lump sum. 45 b, Payment CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 11 1 1) The work performed and materials furnished in accordance with this 2 Item will be paid for at the lump sum price bid for Railroad 3 Coordination. 4 c. The price bid shall include: 5 1) Mobilization 6 2) Inspection 7 3) Safety training 8 4) Additional Insurance 9 5) Insurance Certificates 10 6) Other requirements associated with general coordination with Railroad, 11 including additional employees required to protect the right-of-way and 12 property of the Railroad from damage arising out of and/or from the 13 construction of the Project. 14 2. Railroad Flagmen 15 a. Measurement 16 1) Measurement for this Item will be per working day. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this 19 Item will be paid for each working day that Railroad Flagmen are 20 present at the Site. 21 c. The price bid shall include: 22 1) Coordination for scheduling flagmen 23 2) Flagmen 24 3) Other requirements associated with Railroad 25 3. All other items 26 a. Work associated with these Items is considered subsidiary to the various 27 Items bid. No separate payment will be allowed for this Item. 28 .1.3 R12l EREN. CES 29 A. Reference Standards 30 1. Reference standards cited in this Specification refer to the current reference 31 standard published at the time of the latest revision date logged at the end of 32 this Specification, unless a date is specifically cited. 33 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 34 High Voltage Overhead Lines. 35 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 36 Specification 37 1.4 ADMINISTRATIVE REQUIREMENTS 38 A. Coordination with the Texas Department of Transportation 39 1. When work in the right-of-way which is under the jurisdiction of the Texas 40 Department of Transportation (TxDOT): 41 a. Notify the Texas Department of Transportation prior to commencing any 42 work therein in accordance with the provisions of the permit 43 b. All work performed in the TxDOT right-of-way shall be performed in 44 compliance with and subject to approval from the Texas Department of 45 Transportation CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 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 43 44 45 46 47 0135 13 - 6 SPECIAL PROJECT PROCEDURES Page 6 of 11 B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements asset forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollution Watch Days 1. General a. Observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 31. c. Critical Emission Time 1) 6:00 a.m. to 10:00 a.m. 2. Watch Days a. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. b. Requirements 1) Begin work after 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. 2) However, the Contractor may begin work prior to 10:00 a.m, if: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 M W ERR2019 City Project No. 102195 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 11 1 a) Use of motorized equipment is less than I. hour, or 2 b) If equipment is new and certified by EPA as `Low Emitting", or 3 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, 4 or alternative fuels such as CNG. 5 E. TCEQ Air Permit 6 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ- 7 F. Use of Explosives, Drop Weight, Etc, 8 1. When Contract Documents permit on the project the following will apply: 9 a. Public Notification 10 1) Submit notice to City and proof of adequate insurance coverage, 24 11 hours prior to commencing. 12 2) Minimum 24 hour public notification in accordance with Section 0131 13 13 14 G. Water Department Coordination 15 1. During the construction of this project, it will be necessary to deactivate, for a 16 period of time, existing lines. The Contractor shall be required to coordinate 17 with the Water Department to determine the best times for deactivating and 18 activating those lines. 19 2. Coordinate any event that will require connecting to or the operation of an 20 existing City water line system with the City's representative. 21 a. Coordination shall be in accordance with Section 33 12 25. 22 b. If needed, obtain a hydrant water meter from the Water Department for 23 use during the life of named project. 24 c. In the event that a water valve on an existing live system be turned off and 25 on to accommodate the construction of the project is required, coordinate 26 this activity through the appropriate City representative. 27 1) Do not operate water line valves of existing water system. 28 a) Failure to comply will render the Contractor in violation of Texas 29 Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the 30 Contractor will be prosecuted to the full extent of the law. 31 b) In addition, the Contractor will assume all liabifities and 32 responsibilities as a result of these actions. 33 H. Public Notification Prior to Beginning Construction 34 1. Prior to beginning construction on any block in the project, on a block by block 35 basis, prepare and deliver a notice or flyer of the pending construction to the 36 front door of each residence or business that will be impacted by construction. 37 The notice shall be prepared as follows: 38 a. Post notice or flyer 7 days prior to beginning any construction activity on 39 each block in the project area. 40 1) Prepare flyer on the Contractor's letterhead and include the following 41 information: 42 a) Name of Project 43 b) City Project No (CPN) 44 c) Scope of Project (i.e. type of construction activity) 45 d) Actual construction duration within the block 46 e) Name of the contractor's foreman and phone number CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 11 I f) Name of the City's inspector and phone number 2 g) City's after-hours phone number 3 2) A sample of the'pre-construction notification' flyer is attached as 4 Exhibit A. 5 3) Submit schedule showing the construction start and finish time for each 6 block of the project to the inspector. 7 4) Deliver flyer to the City Inspector for review prior to distribution. 9 b. No construction will be allowed to begin on any block until the flyer is 9 delivered to all residents of the block. 10 I. Public Notification of Temporary Water Service Interruption during Construction I 1. In the event it becomes necessary to temporarily shut down water service to 12 residents or businesses during construction, prepare and deliver a notice or 13 flyer of the pending interruption to the front door of each affected resident. 14 2. Prepared notice as follows: 15 a. The notification or flyer shall be posted 24 hours prior to the temporary 16 interruption. 17 b. Prepare flyer on the contractor's letterhead and include the following 18 information: 19 1) Name of the project 20 2) City Project Number 21 3) Date of the interruption of service 22 4) Period the interruption will take place 23 5) Name of the contractor's foreman and phone number 24 6) Name of the City's inspector and phone number 25 c. A sample of the temporary water service interruption notification is 26 attached as Exhibit B. 27 d. Deliver a copy of the temporary interruption notification to the City 28 inspector for review prior to being distributed. 29 e. No interruption of water service can occur until the flyer has been delivered 30 to all affected residents and businesses. 31 f. Electronic versions of the sample flyers can be obtained from the Project 32 Construction Inspector. 33 J. Coordination with United States Army Corps of Engineers (USACE) 34 1. At locations in the Project where construction activities occur in areas where 35 USACE permits are required, meet all requirements set forth in each designated 36 permit. 37 K. Coordination within Railroad Permit Areas 38 1. At locations in the project where construction activities occur in areas where 39 railroad permits are required, meet all requirements set forth in each 40 designated railroad permit. This includes, but is not limited to, provisions for: 41 a. Flagmen 42 b. Inspectors 43 c. Safety training 44 d. Additional insurance 45 e. Insurance certificates CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 013S 13 - 9 SPECIAL PROJECT PROCEDURES Page 9of11 1 f. Other employees required to protect the right-of-way and property of the 2 Railroad Company from damage arising out of and/or from the construction 3 of the project. Proper utility clearance procedures shall be used in 4 accordance with the permit guidelines. 5 2. Obtain any supplemental information needed to comply with the railroad's 6 requirements. 7 3. Railroad Flagmen 8 a. Submit receipts to City for verification of working days that railroad flagmen 9 were present on Site. 10 L. Dust Control 11 1. Use acceptable measures to control dust at the Site. 12 a. If water is used to control dust, capture and properly dispose of waste 13 water. 14 b. if wet saw cutting is performed, capture and properly dispose of slurry. 15 M. Employee Parking 16 1. Provide parking for employees at locations approved by the City. 17 1.5 SUBMITTALS [NOT USED] 18 1.6 FACTION SUBMITTALS/INFOR MATXONAi! SUBMITTALS [NOT USED] 19 1.7 CLOSEOUT SUBMITTALS [NOT USED] 20 1.8 MAINTENANCE MATERIAL SUBMITTALS ['MOT USED] 21 1.9 QUALITY ASSURANCE [NOT USED] 22 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12WARRANTY [NOT USED] 25 PART 2 - PRODUCTS [NOT USED] 26 PART 3 - EXECUTION [NOT USED] 27 28 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.4.13 — Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High 8/31/2012 D. Johnson Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 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 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: 0135 13-10 SPECIAL PROJECT PROCEDURES Page 10 of 11 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CI'i Y OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN API"ROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OA' ANY OTHER ISSUE, Pi_IEASE CALL. - fir. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHOPdr- No .> m Mr. <CITY INSPECTOR> AT < TELFPHONE NO.> AFTER 4.30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 6306 PLEASE KEEP THIS FL YER HANDY WHEN YOU CALL CITY OF FORT WORTH. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWLRR2019 City Project No. 102195 01 35 13 - 11 SPECIAL PROJECT PROCEDURES Page 11 of 11 FORTWORTH DOE 00. Y$IC7'r x Project : h OWN R.. f RUE `)iR091.0 DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILT. BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 I SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification I 1 1. Due to the unique nature of this contract, each street use permit will be paid at 12 the pre -bid unit price bid per each. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 15 Contract 16 2. Division I — General Requirements 17 3. Section 34 71 13 -- Traffic Control 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items 21 bid. NO separate payment will be allowed for this Item, 22 i..3 arir rzmas 23 A. Reference Standards 24 1. Reference standards cited in this specification refer to the current reference 25 standard published at the time of the latest revision date logged at the end of 26 this specification, unless a date is specifically cited. 27 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Traffic Control 30 1. General 31 a. When traffic control plans are included in the Drawings, provide Traffic 32 Control in accordance with Drawings and Section 34 71 13. 33 b. When traffic control plans are not included in the Drawings, prepare traffic 34 control plans in accordance with Section 34 71 13 and submit t0 City for 35 review. 36 1) Allow minimum 10 working days for review of proposed Traffic Control. 37 B. Street Use Permit 38 1. Prior to installation of Traffic Control, a City Street Use Permit is required. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICAATION DOCUMENTS City Project No. 102195 Revised July 1, 2011 0155 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 a. To obtain Street Use Permit, submit Traffic Control Plans to City 2 Transportation and Public Works Department. 3 1) Allow a minimum of 5 working days for permit review. 4 2) Contractor's responsibility to coordinate review of Traffic Control plans 5 for Street Use Permit, such that construction is not delayed. 6 C. Modification to Approved Traffic Control 7 1. Prior to installation traffic control: s a. Submit revised traffic control plans to City Department Transportation and 9 Public Works Department. 10 1) Revise Traffic Control plans in accordance with Section 34 71 13. 11 2) Allow minimum 5 working days for review of revised Traffic Control. 12 3) It is the Contractor's responsibility to coordinate review of Traffic 13 Control plans for Street Use Permit, such that construction is not 14 delayed. 15 D. Removal of Street Sign 16 1. If it is determined that a street sign must be removed for construction, then 17 contact City Transportation and Public Works Department, Signs and Markings 18 Division to remove the sign. 19 E. Temporary Signage 20 1. In the case of regulatory signs, replace permanent sign with temporary sign 21 meeting requirements of the latest edition of the Texas Manual on Uniform 22 Traffic Control Devices (MUTCD). 23 2. Install temporary sign before the removal of permanent sign. 24 3. When construction is complete, to the extent that the permanent sign can be 25 reinstalled, contact the City Transportation and Public Works Department, Signs 26 and Markings Division, to reinstall the permanent sign. 27 F. Traffic Control Standards 28 1. Traffic Control Standards can be found on the City's Buzzsaw website. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July 1, 2011 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.3 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [MOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SATE] CONDITIONS [NOT USED] S 1.12 WARRAN TY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projed No. 102195 Revised July 1, 2011 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 i SECTION 0170 ®® 2 MOBILIZATION AND REMOBILIZATION 3 PART I - GENERAL 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization s 1) Transportation of Contractor's personnel, equipment, and operating 9 supplies to the Site 10 2) Establishment of necessary general facilities for the Contractor's 11 operation at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating 14 supplies to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's 16 operation from 1 location to another location on the Site. 17 b. Demobilization 1s 1) Transportation of Contractor's personnel, equipment, and operating 19 supplies 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 22 for this Contract 23 c. Mobilization and Demobilization do not include activities for specific 24 items of work that are for which payment is provided elsewhere in the 25 contract. 26 2. Remobilization 27 a. Remobilization for Suspension of Work specifically required in the 28 Contract Documents or as required by City includes: 29 1) Demobilization 30 a) Transportation of Contractor's personnel, equipment, and 31 operating supplies from the Site including disassembly or 32 temporarily securing equipment, supplies, and other facilities as 33 designated by the Contract Documents necessary to suspend 34 the Work. 35 b) Site Clean-up as designated in the Contract Documents 36 '2) Remobilization 37 a) Transportation of Contractor's personnel, equipment, and 38 operating supplies to the Site necessary to resume the Work. 39 b) Establishment of necessary general facilities for the Contractor's 40 operation at the Site necessary to resume the Work. 41 3) No Payments will be made for; 42 a) Mobilization and Demobilization from one location to another on 43 the Site in the normal progress of performing the Work. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 I b) Stand-by or idle time 2 c) Lost profits 3 3. Mobilizations and Demobilization for Miscellaneous Projects 4 a. Mobilization and Demobilization 5 1) Mobilization shall consist of the activities and cost on a Work Order 6 basis necessary for: 7 a) Transportation of Contractor's personnel, equipment, and 8 operating supplies to the Site for the issued Work Order. 9 b) Establishment of necessary general facilities for the Contractor's 10 operation at the Site for the issued Work Order 11 2) Demobilization shall consist of the activities and cost necessary for; 12 a) Transportation of Contractor's personnel, equipment, and 13 operating supplies from the Site including disassembly for each 14 issued Work Order 15 b) Site Clean-up for each issued Work Order 16 c) Removal of all buildings or other facilities assembled at the Site 17 for each Work Oder 19 b. Mobilization and Demobilization do not include activities for specific 19 items of work for which payment is provided elsewhere in the contract. 20 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 21 a. A Mobilization for Miscellaneous Projects when directed by the City and 22 the mobilization occurs within 24 hours of the issuance of the Work 23 Order. 24 B. Deviations from this City of Fort Worth Standard Specification 25 Part 1 — General 26 1.1 Summary 27 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 29 a. Contractor to emergency mobilize within 24 hours of notification by Project 29 Manager. (Not issuance of work order) 30 31 1.2 Price and Payment Procedures 32 A. Measurement and Payment 33 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 34 e. After the emergency work order has been complete, there will be no 35 additional mobilization charges paid to remobilize back to the previous project 36 location site. No payment shall be made for demobilization on Miscellaneous 37 work orders. 38 C. Related Specification Sections include, but are not necessarily limited to: 39 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 40 Contract 41 2. Division 1 — General Requirements 42 1.2 PRICE AND PAl(li► EN ®' PROCEDURES 43 A. Measurement and Payment CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 1. Mobilization and Demobilization 2 a. Measure 3 1) This Item is considered subsidiary to the various Items bid. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this 6 Item are subsidiary to the various Items bid and no other 7 compensation will be allowed. 8 2. Remobilization for suspension of Work as specifically required in the 9 Contract Documents 10 a. Measurement 11 1 Measurement for this Item shall be per each remobilization 12 performed. 13 b. Payment 14 1) The work performed and materials furnished in accordance with this 15 Item and measured as provided under "Measurement" will be paid 16 for at the unit price per each "Specified Remobilization" in 17 accordance with Contract Documents. 18 c. The price shall include: 19 1) Demobilization as described in Section 1.1.A.2.a.1) 20 2) Remobilization as described in Section LLA.2.a.2) 21 d. No payments will be made for standby, idle time, or lost profits 22 associated this Item. 23 3. Remobilization for suspension of Work as required by City 24 a. Measurement and Payment 25 1) This shall be submitted as a Contract Claim in accordance with 26 Article 10 of Section 00 72 00. 27 2) No payments will be made for standby, idle time, or lost profits 28 associated with this Item. 29 4. Mobilizations and Demobilizations for Miscellaneous Projects 30 a. Measurement 31 1) Measurement for this Item shall be for each Mobilization and 32 Demobilization required by the Contract Documents 33 b. Payment 34 1) The Work performed and materials furnished in accordance with 35 this Item and measured as provided under "Measurement" will be 36 paid for at the unit price per each "Work Order Mobilization" in 37 accordance with Contract Documents. Demobilization shall be 38 considered subsidiary to mobilization and shall not be paid for 39 separately. 40 c. The price shall include: 41 1) Mobilization as described in Section 1.1.A.3.a.1) 42 2) Demobilization as described in Section 1.1.A.3.a.2) 43 d. No payments will be made for standby, idle time, or lost profits 44 associated this Item. 45 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 46 a. Measurement CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 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 i41 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [11MOT USED] 1.4 ADi' 1W-XSTRATXVV REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFOR.MAT'IONAL SUBMITTALS [NOT USED] 1.7 CL®SF®U`i SUBlulITMALS [SNOT USED] 1.8 MAINTENANCE MATERIAL S1JBMXTTA! S [NOT L:AED] 1..9 QUALITV ASSURANCE [NOT US031 1.10DEI IVERY, STORAGE, AND "ANDR-1MG [NOT USED] 1.11.FXE D (SITE] CONDITXONS [NOT (USED] 1..12WARF AftNTV [NOT USED] -'-A;': ; 2 w PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED) END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWF-RR2019 City Project No. 102195 024114-1 UTILITY REMOVAL/ABANDONMENT Page 1 of 16 1 SEC TIOW 02 4114 2 UTILITY REMOVAL/ABANDONMENT 3 PART 1 - GENERAL 4 1.1 SUMMARY ARY 5 A. Section Includes; 6 1.. Direction for the removal, abandonment or salvaging of the following utilities: 7 a. Cathodic Protection Test Stations 8 b. Water Lines 9 c. Gate Valves 10 d. Water Valves 11 e. Fire Hydrants 12 f. Water Meters and Meter Box 13 g. Water Sampling Station 14 h. Concrete Water Vaults 15 i. Sanitary Sewer Lines 16 j. Sanitary Sewer Manholes 17 k. Sanitary Sewer Junction Boxes 18 I. Storm Sewer Lines 19 m. Storm Sewer Manhole Risers 20 n. Storm Sewer Junction Boxes 21 o. Storm Sewer Inlets 22 p. Box Culverts 23 q. Headwalls and Safety End Treatments 24 r. Trench Drains 25 B. Deviations from this City of Fort Worth Standard Specification 26 Part 1 — General 27 1.1 Price and Payment Procedures 28 29 B. Water Lines and Appurtenances 30 3. Concrete Water Vault Removal 31 a. Measurement 32 1.) Measurement will be for large concrete vaults. No payment for small concrete 33 water meter vaults (boxes) housing 2" or smaller water meters. 34 35 C. Sanitary Sewer Lines and Appurtenances 36 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment 37 Plug 38 a. Measurement 39 1.) Measurement per each cut & plug and abandonment plug installed only in a 40 separate trench. 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 M W ERR2019 City Project No. 102195 024114-2 UTILITY REMOVAL/ABANDONMENT Page 2 of 16 1 3.4 Removal, Salvage and Abandonment 2 B. Water Lines and Appurtenances 3 5. Should read "Water Valve Abandonment" 4 6. Water Valve Removal and salvage 5 e. Do not fill, valve is removed. 6 C. Related Specification Sections include, but are not necessarily limited to: 7 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 8 Contract 9 2. Division 1 — General Requirements 10 3. Section 03 34 13 — Controlled Low Strength Material (CLSM) 11 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 12 5. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 13 6. Section 33 11 11 — Ductile Iron Fittings 14 7. Section 33 11 13 — Concrete Pressure Pipe, Bar -wrapped, Steel Cylinder Type 15 8. Section 33 11 14 — Buried Steel Pipe and Fittings 16 9. Section 33 12 25 — Connection to Existing Water Mains 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Utility Lines 19 1. Abandonment of Utility Line by Grouting 20 a. Measurement 21 1) Measurement for this Item shall be per cubic yard of existing utility line 22 to be grouted. Measure by tickets showing cubic yards of grout applied. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this 25 Item and measured as provided under "Measurement" shall be paid for 26 at the unit price per cubic yard of "Line Grouting" for: 27 a) Various types of utility line 28 c. The price bid shall include: 29 1) Low density cellular grout or CLSM 30 2) Water 31 3) Pavement removal 32 4) Excavation 33 5) Hauling 34 6) Disposal of excess materials 35 7) Furnishing, placement and compaction of Backfill 36 8) Clean-up 37 2. Utility Line Removal, Separate Trench 38 a. Measurement 39 1) Measurement for this Item shall be per linear foot of existing utility line 40 to be removed. 41 b. Payment 42 1) The work performed and materials furnished in accordance with this 43 Item and measured as provided under "Measurement" shall be paid for 44 at the unit price bid per linear foot of "Remove Line" for: CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 024114-3 UTILITY REMOVAL/ABANDONMENT Page 3 of 16 1 a) Various types of existing utility line 2 b) Various sizes 3 c. The price bid shall include: 4 1) Removal and disposal of existing utility pipe 5 2) Pavement removal 6 3) Excavation 7 4) Hauling 8 5) Disposal of excess materials 9 6) Furnishing, placement and compaction of backfill 10 7) Clean-up 11 3. Utility Line Removal, Same Trench 12 a. Measurement 13 1) This Item is considered subsidiary the proposed utility line being 14 installed. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this 17 Item are subsidiary to the installation of proposed utility pipe and shall 18 be subsidiary to the unit price bid per linear foot of pipe complete in 19 place, and no other compensation will be allowed. 20 4. Manhole Abandonment 21 a. Measurement 22 1) Measurement for this Item will be per each manhole to be abandoned. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this 25 Item and measured as provided under "Measurement" shall be paid for 26 at the unit price bid per each "Abandon Manhole" for: 27 a) Various diameters 28 b) Various types 29 c. The price bid shall include: 30 1) Removal and disposal of manhole cone 31 2) Removal, salvage and delivery of frame and cover to City, if applicable 32 3) Cutting and plugging of existing sewer lines 33 4) Concrete 34 5) Acceptable material for backfilling manhole void 35 6) Pavement removal 36 7) Excavation 37 8) Hauling 38 9) Disposal of excess materials 39 10) Furnishing, placement and compaction of backfill 40 11) Surface restoration 41 12) Clean-up 42 5. Cathodic Test Station Abandonment 43 a. Measurement 44 1) Measurement for this Item will be per each cathodic test station to be 45 abandoned. 46 b. Payment 47 1) The work performed and materials furnished in accordance with this 48 Item and measured as provided under "Measurement" shall be paid for 49 at the unit price bid per each "Abandon Cathodic Test Station". CITY OF FORT WORTH MWFRR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 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 43 44 45 46 47 48 49 024114-4 UTILITY REMOVAL/ABANDONMENT Page 4 of 16 c. The price bid shall include: 1) Abandon cathodic test station 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up B. Water Lines and Appurtenances 1. Installation of a Water Line Pressure Plug a. Measurement 1) Measurement for this Item shall be per each pressure plug to be installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Pressure Plug" installed for: a) Various sizes c. The price bid shall include; 1) Furnishing and installing pressure plug 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess material 6) Gaskets 7) Bolts and Nuts 8) Furnishing, placement and compaction of embedment 9) Furnishing, placement and compaction of backfill 10) Disinfection I.I.) Testing 12) Clean-up 2. Abandonment of Water Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Water Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 024114-5 UTILITY REMOVAL/ABANDONMENT Page 5 of 16 1 8) Clean-up 2 3. Water Valve Removal 3 a. Measurement 4 1) Measurement for this Item will be per each water valve to be removed. 5 b. Payment 6 1) The work performed and materials furnished in accordance with this 7 Item and measured as provided under "Measurement" shall be paid for 8 at the unit price bid per each "Remove Water Valve" for: 9 a) Various sizes 10 c. The price bid shall include: 11 1) Removal and disposal of valve 12 2) CLSM 13 3) Pavement removal 14 4) Excavation 15 5) Hauling 16 6) Disposal of excess materials 17 7) Furnishing, placement and compaction of backfill 18 8) Clean-up 19 4. Water Valve Removal and Salvage 20 a. Measurement 21 1) Measurement for this Item will be per each water valve to be removed 22 and salvaged. 23 b. Payment 24 1) The work performed and materials furnished in accordance With this 25 Item and measured as provided under `Measurement" shall be paid for 26 at the unit price bid per each "Salvage Water Valve" for: 27 a) Various sizes 28 c. The price bid shall include: 29 1) Removal and Salvage of valve 30 2) CLSM 31 3) Delivery to City 32 4) Pavement removal 33 5) Excavation 34 6) Hauling 35 7) Disposal of excess materials 36 8) Furnishing, placement and compaction of backfill 37 9) Cleanup 38 5. Water Valve Abandonment 39 1 a. Measurement 40 1) Measurement for this Item will be per each water valve to be 41 abandoned. 42 b. Payment 43 1) The work performed and materials furnished in accordance with this 44 Item and measured as provided under "Measurement" shall be paid for 45 at the unit price bid per each "Abandon Water Valve" for: 46 a) Various Sizes 47 c. The price bid shall include: 48 1) Abandonment of valve 49 2) CLSM CITY OF FORT WORTH MWFRR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 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 43 44 45 46 47 48 49 024114-6 UTILITY REMOVAL/ABANDONMENT Page 6of16 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 6. Fire Hydrant Removal and Salvage a. Measurement 1) Measurement for this Item will be per each fire hydrant to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Fire Hydrant". c. The price bid shall include: 1) Removal and salvage of fire hydrant 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 7. Water Meter Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water meter to be removed and salvaged. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Water Meter" for: a) Various sizes 2) If a "Water Meter Service Relocate" is performed in accordance with Section 33 12 16, removal and salvage or disposal of the existing (2- inch or smaller) water meter shall be subsidiary to the cost of the "Water Meter Service Relocate", no other compensation will be allowed. c. The price bid shall include: 1) Removal and salvage of water meter 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 8. Water Sampling Station Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water sampling station to be removed. b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 024114-7 UTILITY REMOVAL/ABANDONMENT Page 7 of 16 1 1) The work performed and materials furnished in accordance with this 2 Item and measured as provided under "Measurement" shall be paid for 3 at the unit price bid per each "Salvage Water Sampling Station". 4 c. The price bid shall include: 5 1) Removal and salvage of water sampling station 6 2) Delivery to City 7 3) Pavement removal 8 4) Excavation 9 5) Hauling 10 6) Disposal of excess materials 11 7) Furnishing, placement and compaction of backfill 12 8) Clean-up 13 9. Concrete Water Vault Removal 14 a. Measurement 15 1) Measurement for this Item will be per each concrete water vault to be 16 removed. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this 19 Item and measured as provided under "Measurement" shall be paid for 20 at the unit price bid per each "Remove Concrete Water Vault". 21 c. The price bid shall include: 22 1) Removal and disposal of concrete water vault 23 2) Removal, salvage and delivery of frame and cover to City, if applicable 24 3) Removal, salvage and delivery of any valves to City, if applicable 25 4) Removal, salvage and delivery of any water meters to City, if applicable 26 5) Pavement removal 27 6) Excavation 28 7) Hauling 29 8) Disposal of excess materials 30 9) Furnishing, placement and compaction of backfill 31 10) Clean-up 32 C. Sanitary Sewer Lines and Appurtenances 33 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment 34 Plug 35 a. Measurement 36 1) Measurement for this Item shall be per each cut and abandonment plug 37 installed. 38 b. Payment 39 1) The work performed and materials furnished in accordance with this 40 Item and measured as provided under "Measurement" shall be paid for 41 at the unit price bid for each "Sewer Abandonment Plug" for: 42 a) Various sizes 43 c. The price bid shall include: 44 1) Furnishing and installing abandonment plug 45 2) Pavement removal 46 3) Excavation 47 4) Hauling 48 5) CLSM 49 6) Disposal of excess material CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 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 43 44 45 46 47 48 024114-8 UTILITY REMOVAL/ABANDONMENT Page 8of16 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Sanitary Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each sanitary sewer manhole to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Sewer Manhole" for: a) Various diameters c. The price bid shall include: 1) Removal and disposal of manhole 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Cutting and plugging of existing sewer lines 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess materials 8) Furnishing, placement and compaction of backfill 9) Clean-up 3. Sanitary Sewer Junction Structure Removal a. Measurement 1) Measurement for this Item will be per each sanitary sewer junction structure being removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the lump sum bid per each "Remove Sewer Junction Box" location. c. The price bid shall include: 1) Removal and disposal of junction box 2) Removal, salvage and delivery of frame and cover to City. 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up D. Storm Sewer Lines and Appurtenances 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug to be installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Storm Abandonment Plug" installed for: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 024114-9 UMITY REMOVAL/ABANDONMENT Page 9of16 1 a) Various sizes 2 c. The price bid shall include: 3 1) Furnishing and installing abandonment plug 4 2) Pavement removal 5 3) Excavation 6 4) Hauling 7 S) CLSM 8 6) Disposal of excess material 9 7) Furnishing, placement and compaction of backfill TO 8) Clean-up 11 2. Storm Sewer Manhole Removal 12 a. Measurement 13 1) Measurement for this Item will be per each storm sewer manhole to be 14 removed. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this 17 Item and measured as provided under "Measurement" shall be paid for 18 at the unit price bid per each "Remove Manhole Riser" for: 19 a) Various sizes 20 c. The price bid shall include: 21 1) Removal and disposal of manhole 22 2) Removal, salvage and delivery of frame and cover to City, if applicable 23 3) Pavement removal 24 4) Excavation 25 5) Hauling 26 6) Disposal of excess materials 27 7) Furnishing, placement and compaction of backfill 28 8) Clean-up 29 3. Storm Sewer Junction Box Removal 30 a. Measurement 31 1) Measurement for this Item will be per each storm sewer junction 32 structure to be removed. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this 35 Item and measured as provided under "Measurement" shall be paid for 36 at the unit price bid per each "Remove Storm Junction Box" for: 37 a) Various sizes 38 c. The price bid shall include: 39 1) Removal and disposal of junction box 40 2) Removal, salvage and delivery of frame and cover to City, if applicable 41 3) Pavement removal 42 4) Excavation 43 5) Hauling 44 6) Disposal of excess materials 45 7) Furnishing, placement and compaction of backfill 46 8) Clean-up 47 4. Storm Sewer Junction Structure Removal 48 a. Measurement CITY OF FORT WORTH MWEPR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 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 43 44 45 46 47 48 49 0241 14-10 UTILITY REMOVALIABANDONMENT Page 10 of 16 1) Measurement for this Item will be per each storm sewer junction structure being removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the lump sum bid per each "Remove Storm Junction Structure" location. c. The price bid shall include: 1) Removal and disposal of junction structure 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Cleanup 5. Storm Sewer Inlet Removal a. Measurement 1) Measurement for this Item will be per each storm sewer inlet to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Storm Inlet" for: a) Various types b) Various sizes c. The price bid shall include: 1) Removal and disposal of inlet 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Cleanup 6. Storm Sewer .junction Box Removal a. Measurement 1) Measurement for this Item shall be per linear foot of existing storm sewer box to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Remove Storm Junction Box" for all sizes. c. The price bid shall include: 1) Removal and disposal of Storm Sewer Box 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWEPIR2019 City Project No, 102195 0241 14 - 11 UTILITY REMOVALIABANDONMENT Page 11 of 16 1 6) Furnishing, placement and compaction of backfili 2 7) Cleanup 3 7. Headwall/SET Removal 4 a. Measurement 5 1) Measurement for this Item will be per each headwall or safety end 6 treatment (SET) to be removed. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this 9 Item and measured as provided under "Measurement" shall be paid for to at the unit price bid per each "Remove Headwall/SET". 11 c. The price bid shall include: 12 1) Removal and disposal of Headwall/SET 13 2) Pavement removal 14 3) Excavation 15 4) Hauling 16 5) Disposal of excess materials 17 6) Furnishing, placement and compaction of backfill 18 7) Clean-up 19 8. Trench Drain Removal 20 a. Measurement 21 1) Measurement for this Item shall be per linear foot of storm sewer 22 trench drain to be removed. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this 25 item and measured as provided under "Measurement" shall be paid for 26 at the unit price bid per linear foot of "Remove Trench Drain" for: 27 a) Various sizes 28 c. The price bid shall include: 29 1) Removal and disposal of storm sewer line 30 2) Pavement removal 31 3) Excavation 32 4) Hauling 33 5) Disposal of excess materials 34 6) Furnishing, placement and compaction of backfll 35 7) Clean-up 36 1.3 REFERENCES [HOT USED] 37 1.4 ADMINXSTRATIVE REQUIREMENTS 38 A. Coordination 39 1. Contact Inspector and the Water Department Field Operation Storage Yard for 40 coordination of salvage material return. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 0241 14-12 UTILITY REMOVAL/ABANDONMENT Page 12 of 16 1 1.5 SUBMITTALS (NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMI`iTALS [NOT USED] 4 1.3 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE rlim ' USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING 7 A. Storage and Handling Requirements 8 1. Protect and salvage all materials such that no damage occurs during delivery to 9 the City. 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 :1.12WARRANTY (NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OW. NER-FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT LASED] 14 2.2 MATEIUALS 15 2.3 ACCESSORIES [KNOT USED] 16 2.4 SOURCE QUALITY CONTROL [NOT USED] 17 PAK� 3 4 EXECUTION 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATXON JNOT USED] 20 3.3 PREPAR-ATION [NOT USE®] 21 3.4 REMOVAL, SALVAGE, AND ABANDONMENT 22 A. General 23 1. Manhole Abandonment 24 a. All manholes that are to be taken out of service are to be removed unless 25 specifically requested and/or approved by City. 26 b. Excavate and backfill in accordance with Section 33 05 10. 27 c. Remove and salvage manhole frame and cover as coordinated with City. 28 d. Deliver salvaged material to the City. 29 e. Cut and plug sewer lines to be abandoned. 30 f. Backfill manhole void in accordance with City Standard Details. 31 B. Water Lines and Appurtenances 32 1. Water Line Pressure Plugs 33 a. Ductile Iron Water Lines CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTI0N SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 0241 14-13 UTILITY REMOVAL/ABANDONMENT Page 13 of 16 1 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2 2) Plug with an M7 Plug with mechanical restraint and blocking in 3 accordance with Section 33 11 11. 4 3) Perform Cut and Plug in accordance with Section 33 12 25. 5 b. PVC C900 and C905 Water Lines 6 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 7 2) Plug with an MI Plug with mechanical restraint and blocking in 8 accordance with Section 33 11 11. 9 3) Perform Cut and Plug in accordance with Section 33 12 25. 10 c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines I 1 1) Excavate, embed, and backfill in accordance with Section 33 05 10 12 2) Plug using: 13 a) A fabricated plug restrained by welding or by a Snap Ring in 14 accordance with Section 33 11 13; or 15 b) A blind flange in accordance with Section 33 11 13 16 3) Perform Cut and Plug in accordance with Section 33 12 25. 17 d. Buried Steel Water Lines 18 1) Excavate, embed, and backfill in accordance with Section 33 05 10. I9 2) Plug using: 20 a) A fabricated plug restrained by welding in accordance with Section 21 33 11 14; or 22 b) A blind flange in accordance with Section 33 11 14 23 3) Perform Cut and Plug in accordance with Section 33 12 25. 24 2. Water Line Abandonment Plug 25 a. Excavate and backfill in accordance with Section 33 05 10, 26 b. Plug with CLSM in accordance with Section 03 34 13. 27 3. Water Line Abandonment by Grouting 28 a. Excavate and backfill in accordance with Section 33 05 10. 29 b. Dewater from existing line to be grouted. 30 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 31 or CLSM in accordance with 03 34 13. 32 d. Dispose Of any excess material. 33 4. Water Line Removal 34 a. Excavate and backfill in accordance with Section 33 05 10. 35 b. Cut existing line from the utility system prior to removal. 36 c. Cut any services prior to removal. 37 d. Remove existing pipe line and properly dispose as approved by City. 38 5. Water Valve Removal 39 a. Excavate and backfill in accordance with Section 33 05 10. 40 b. Remove and dispose of valve bonnet, wedge and stem. 41 c. Fill valve body with CLSM in accordance with Section 03 34 13. 42 6. Water Valve Removal and Salvage 43 a, Excavate and backfill in accordance with Section 33 05 10. 44 b. Remove valve bonnet, wedge and stem. 45 c. Deliver salvaged material to the Water Department Field Operation Storage 46 Yard. 47 d. Protect salvaged materials from damage. 48 e. Fill valve body with CLSM in accordance with Section 03 34 13, CITY OF FORT WORTH MWFRR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 02 41 14 - 14 UTILITY REMOVALIABANDONMENT Page 14 of 16 1 7. Water Valve Abandonment 2 a. Excavate and backfill in accordance with Section 33 05 10. 3 b. Remove the top 2 feet of the valve stack and any valve extensions. 4 c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 5 13. 6 8. Fire Hydrant Removal and Salvage 7 a. Excavate and backfill in accordance with Section 33 05 10. 8 b. Remove Fire Hydrant. 9 c. Place abandonment plug On fire hydrant lead line. 10 d. Deliver salvaged fire hydrant to the Water Department Field Operation 11 Storage Yard. 12 e. Protect salvaged materials from damage. 13 9. Water Meter Removal and Salvage 14 a. Remove and salvage water meter. 15 b. Return salvaged meter to Project Representative. 16 c. City will provide replacement meter for installation. 17 d. Meter Box and Lid 18 1) Remove and salvage cast iron meter box lid. 19 2) Remove and dispose of any non -cast iron meter box lid. 20 3) Return salvaged material to the Water Department Field Operation 21 Storage Yard. 22 4) Remove and dispose of meter box. 23 10. Water Sample Station Removal and Salvage 24 a. Remove and salvage existing water sample station. 25 b. Deliver salvaged material to the Water Department Field Operation Storage 26 Yard. 27 11. Concrete Water Vault Removal 28 a. Excavate and backfill in accordance with Section 33 05 10. 29 b. Remove and salvage vault lid. 30 c. Remove and salvage valves. 31 d. Remove and salvage meters. 32 e. Deliver salvaged material to the Water Department Field Operation Storage 33 Yard. 34 f. Remove and dispose of any piping or other appurtenances. 35 g. Demolish and remove entire concrete vault. 36 h. Dispose of all excess materials. 37 12. Cathodic Test Station Abandonment 38 a. Excavate and backfill in accordance with Section 33 05 10 39 b. Remove the top 2 feet of the cathodic test station stack and contents. 40 c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. 41 C. Sanitary Sewer Lines and Appurtenances 42 1, Sanitary Sewer Line Abandonment Plug 43 a. Excavate and backfill in accordance with Section 33 05 10. 44 b. Remove and dispose of any sewage. 45 c. Plug with CLSM in accordance with Section 03 34 13. 46 2. Sanitary Sewer Line Abandonment by Grouting 47 a. Excavate and backfill in accordance with Section 33 05 10. CITY OF FORT WORTH MWFRR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 024114-15 UTILITY REMOVAL/ABANDONMENT Page 15 of 16 1 b. Dewater and dispose of any sewage from the existing line to be grouted. 2 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 3 or CLSM in accordance with 03 34 13. 4 d. Dispose of any excess material. 5 3. Sanitary Sewer Line Removal 6 a. Excavate and backfill in accordance with Section 33 05 J.O. 7 b. Cut existing line from the utility system prior to removal. 8 c. Cut any services prior to removal. 9 d. Remove existing pipe line and properly dispose as approved by City. 10 4. Sanitary Sewer Manholes Removal 1 I a. All sanitary sewer manholes that are to be taken out of service are to be 12 removed unless specifically requested and/or approved by City. 13 b. Excavate and backfill in accordance with Section 33 05 10. 14 c. Remove and salvage manhole frame and cover. I5 d. Deliver salvaged material to the Water Department Field Operation Storage. 16 e. Demolish and remove entire concrete manhole. 17 f. Cut and plug sewer lines to be abandoned. 18 5, Sanitary Sewer Junction Structure Removal 19 a. Excavate and backfill in accordance with Section 33 05 10. 20 b. Remove and salvage manhole frame and cover. 21 c. Deliver salvaged material to the Water Department Field Operation Storage. 22 d. Demolish and remove entire concrete manhole. 23 e. Cut and plug sewer lines to be abandoned. 24 D. Storm Sewer Lines and Appurtenances 25 1. Storm Sewer Abandonment Plug 26 a. Excavate and backfill in accordance with Section 33 05 10. 27 b. Dewater line. 28 c. Plug with CLSM in accordance with Section 03 34 13. 29 2. Storm Sewer Line Abandonment by Grouting 30 a. Excavate and backfill in accordance with Section 33 05 J.O. 31 b. Dewater the existing line to be grouted. 32 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 33 or CLSM in accordance with 03 34 13. 34 d. Dispose of any excess material. 35 3, Storm Sewer Line Removal 36 a. Excavate and backfill in accordance with Section 33 05 10. 37 b. Remove existing pipe line and properly dispose as approved by City. 38 4. Storm Sewer Manhole Removal 39 a. All storm sewer manholes that are to be taken out of service are to be 40 removed unless specifically requested and/or approved by City. 41 b. Excavate and backfill in accordance with Section 33 05 10. 42 c. Demolish and remove entire concrete manhole. 43 d. Cut and plug storm sewer lines to be abandoned. 44 5. Storm Sewer Junction Box and/or Junction Structure Removal 45 a. Excavate and backfill in accordance with Section 33 05 10. 46 b. Demolish and remove entire concrete structure. 47 c. Cut and plug storm sewer lines to be abandoned. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 1 2 3 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 0241 14 - 16 UTILITY REMOVAL/ABANDONMENT Page 16 of 16 6. Storm Sewer Inlet Removal a. Excavate and backfill in accordance with Section 33 05 I.O. b. Demolish and remove entire concrete inlet. c. Cut and plug storm sewer lines to be abandoned. 7. Storm Sewer Box Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipe fine and properly dispose as approved by City. & Headwall/SET Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete inlet. c. Cut and plug storm sewer lines to be abandoned. 9. Storm Sewer Trench Drain Removal a. Excavate and backfill in accordance with Section 33 OS 10. b. Remove existing pipe line and dispose as approved by City. 3.5 REPAIR / RESTORATION [NOT USED] .3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE +QUAI-ITY CONTROL 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10CLfEAN11"AIG [RIOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14ATT'ACHMENTS [NOT USED] Revision Log DATE NAME SUMMARY OF CHANGE 12/20/12 D. Johnson 1.2.C.3.c. — Include Frame and Cover in Payment description Throughout— added abandonment of storm and sewer manholes when requested and/or approved by City CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 320117-1 PERMANENT ASPHALT PAVING REPAIR Page 1 of 6 1 SECTION 32 0117 2 PERMANENT ASPHALT PAVING REPAIR 3 PART I o GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Flexible pavement repair to include, but not limited to: 7 a. Utility cuts (water, sanitary sewer, drainage, franchise utilities, etc.) 8 b. Warranty work 9 c. Repairs of damage caused by Contractor 10 d. Any permanent asphalt pavement repair needed during the course of 11 construction 12 B. Deviations from this City of Fort Worth Standard Specification 13 1.2 Price and. Payment Procedures 14 A. Measurement and Payment 15 2. Asphalt Pavement Repair for Utility Service Trench 16 a. Measurement 17 1. To apply to water service lines also. 18 2. Measurement for proposed service line to be from lip of gutter to the limit of 19 of the asphalt pavement repair for the water or sewer line. 20 3. Utility service trench repair will be paid by the linear foot, regardless of the 21 width. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 24 Contract 25 2. Division 1— General Requirements 26 3. Section 03 34 16 — Concrete Base Material for Trench Repair 27 4. Section 32 12 16 — Asphalt Paving 28 5. Section 32 13 13 — Concrete Paving 29 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 30 1.2 PRICE AND PAYMENT PROCEDURES 31 A. Measurement and Payment 32 1. Asphalt Pavement Repair 33 a. Measurement 34 1) Measurement for this Item will be by the linear foot of Asphalt 35 Pavement Repair based on the defined width and roadway 36 classification specified in the Drawings. 37 b. Payment CITY OF FORT WORTH MWERP2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 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 43 44 45 46 47 320117-2 PERMANENT ASPHALT PAVING REPAIR Page 2of6 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid price per linear foot of Asphalt Pavement Repair. c. The price bid shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 2. Asphalt Pavement Repair for Utility Service Trench a. Measurement 1) Measurement for this Item will be by the linear foot of Asphalt Pavement Repair centered on the proposed sewer service line measured from the face of curb to the limit of the Asphalt Pavement Repair for the main sewer line. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid price per linear foot of "Asphalt Pavement Repair, Service" installed for: a) Various types of utilities c. The price bid shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 3. Asphalt Pavement Repair Beyond Defined Width a. Measurement 1) Measurement for this Item will be by the square yard for asphalt pavement repair beyond pay limits of the defined width of Asphalt Pavement Repair by roadway classification specified in the Drawings. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of Asphalt Pavement Repair Beyond Defined Width. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 320117--3 PERMANENT ASPHALT PAVING REPAIR Page 3 of 6 1 c. The price bid shall include: 2 1) Preparing final surfaces 3 2) Furnishing, loading, unloading, storing, hauling and handling all 4 materials including freight and royalty 5 3) Traffic control for all testing 6 4) Asphalt, aggregate, and additive 7 5) Materials and work needed for corrective action 8 6) Trial batches 9 7) Tack coat 10 8) Removal and/or sweeping excess material 11 4. Extra Width Asphalt Pavement Repair 12 a. Measurement 13 1) Measurement for this Item will be by the square yard for surface 14 repair (does not include base repair) for: 15 a) Various thicknesses 16 b. Payment 17 1) The work performed and materials furnished in accordance with this 18 Item and measured as provided under "Measurement" will be paid 19 for at the unit price bid per square yard of Extra Width Asphalt 20 Pavement Repair 21 c. The price bid shall include: 22 1) Preparing final surfaces 23 2) Furnishing, loading, unloading, storing, hauling and handling all 24 materials including freight and royalty 25 3) Traffic control for all testing 26 4) Asphalt, aggregate, and additive 27 5) Materials and work needed for corrective action 28 6) Trial batches 29 7) Tack coat 30 8) Removal and/or sweeping excess material 31 1.3 REFERENCES 32 A. Definitions 33 1. H.M.A.C. — Hot Mix Asphalt Concrete 34 1.4 ADMIN' ISTRXICIVE REQUIREMENTS 35 A. Permitting 36 1. Obtain Street Use Permit to make utility cuts in the street from the 37 Transportation and Public Works Department in conformance with current 38 ordinances. 39 2. The Transportation and Public Works Department will inspect the paving 40 repair after construction. CITY OF FORT WORTH MWERR7019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 320117-4 PERMANENT ASPHALT PAVING REPAIR Page 4 of 6 1 1.5 SUBMITTALS [RIOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATXXONAL SUBMITTALS 3 A. Asphalt Pavement Mix Design: submit for approval: see Section 32 12 16. 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.11DE'LIVERY, STORAGE, AND HANDLING [NOTI USED] 8 1.12FIELD CONDITIONS 9 A. Place mixture when the roadway surface temperature is 45 degrees For higher 10 and rising unless otherwise approved. 11 1.13WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED [NOT USED] 14 2.2 MATERIALS 15 A. Backfill 16 1. See Section 33 05 10. 17 B. Base Material 18 1. Concrete Base Material for Trench Repair: See Section 03 34 16. 19 2. Concrete Base: See Section 32 13 13. 20 C. Asphalt Paving: see Section 32 12 16. 21 1. H.M.A.C. paving: Type D. 22 2.3 ACCESSORIES [NOT USED] 23 2.4 SOURCE QUALITY CONT tOL [NOT USED] 24 PART 3 - EXECUTION 25 3.1 INSTALLERS [NOT USED] 26 3.2 EXAMINATXON [NOT USED] 27 3.3 PREPARATION 28 A. Surface Preparation 29 1. Mark pavement cut for repairs for approval by the City. 30 2. Contractor and City meet prior to saw cutting to confirm limits of repairs. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 320117-5 PERMANENT ASPHALT PAVING REPAIR Page 5 of 6 1 3.4 INSTALLATION 2 A. General 3 1. Equipment 4 a. Use machine intended for cutting pavement. 5 b. Milling machines may be used as long as straight edge is maintained. 6 2. Repairs: In true and straight lines to dimensions shown on the Drawings. 7 3. Utility Cuts s a. In a true and straight line on both sides of the trench 9 b. Minimum of 12 inches outside the trench wails 10 c. If the existing flexible pavement is 2 feet or less between the lip of the 11 existing gutter and the edge of the trench repair, remove the existing 12 paving to such gutter. 13 4. Limit dust and residues from sawing from entering the atmosphere or 14 drainage facilities. 15 B. Removal 16 1. Use care to prevent fracturing existing pavement structure adjacent to the 17 repair area. 1s C. Base 19 1. Install replacement base material as specified in Drawings. 20 D. Asphalt Paving 21 1. H.M.A.0 placement. in accordance with Section 32 12 16 22 2. Type D surface mix 23 3. Depth: as specified in Drawings 24 4. Place surface mix in lifts not to exceed 3 inches. 25 5. Last or top lift shall not be less than 2 inches thick. 26 3.5 REPAIR/ RESTORAT TON [NOT USED] 27 3.6 RE -INSTALLATION (NOT USE®] 28 3.7 FIELD QUALITY CONTROL [NOT USED] 29 3.0 SYSTEM STARTUP [NOT USE®] 30 3.9 ADJUSTING [NOT USE®] 31 3.10CLEANINO [NOT USE®] 32 3.11CLOSEOUT ACTIVITIES [NOT USED] 33 3.1 2PROTECTION [NOT USED] 34 3-13MAINTENANCE [MOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 320117-6 PERMANENT ASPHALT PAVING REPAIR Page 6 of 6 1 3.14ATTACHMENTS [NOT USED] s END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A — Modified Items to be included in price bid; Added blue text for clarification of repair width on utility trench repair; Added a bid item for utility service trench repair. CITY OF FORT WORTH MWFRR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 r 320118-1 TEMPORARY ASPHALT PAVING REPAIR Page 1 of 4 I SECT JON 32 0118 2 TEMPORARY ASPHALT PAVING REPAIR 3 PARS' 1 a GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Utility cuts (water, sanitary sewer, drainage, etc.) along streets programmed 7 for total reconstruction under a Capital Improvement Program or resurfacing 8 under a Street Maintenance Program. 9 2. Repairs of damage caused by Contractor 10 3. Any other temporary pavement repair needed during the course of 11 construction. 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. 2" Temporary Pavement Repair to include, 2" HMAC `type D and 6" Type B Flex 14 Base Material Grade 2 15 C. Related Specification Sections include, but are not necessarily limited to, 16 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 17 Contract 18 2. Division I. - General Requirements I9 3. Section 32 1123 - Flexible Base Courses 20 4. Section 32 12 16 - Asphalt Paving 21 5. - Section 33 05 10 - Utility Trench Excavation, Embedment and Backfill 22 1.2 PKICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Measurement 25 a. Measurement for this Item shall be by the linear foot of Temporary Asphalt 26 Paving Repair. 27 2. Payment 28 a. The work performed and materials furnished in accordance with this Item 29 and measured as provided under "Measurement" will be paid for at the unit 30 price bid per linear foot of Temporary Asphalt Paving Repair. No additional 31 payment will be provided for repairs of damage to adjacent pavement 32 caused by the Contractor. 33 3. The price bid shall include: 34 a. Preparing final surfaces 35 b. Furnishing, loading, unloading, storing, hauling and handling all materials 36 including freight and royalty 37 c. Traffic control for all testing 38 d. Asphalt, aggregate, and additive 39 e. Materials and work needed for corrective action 40 f. Trial batches CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 320118-2 TEMPORARY ASPHALT PAVING REPAIR Page 2 of 4 1 g. Tack coat 2 h. Removal and/or sweeping excess material 3 4 1.3 [REFERENCES 5 A. Definitions 6 1. H.M.A.C. -- Hot Mix Asphalt Concrete 7 1.4 ADMINISTRATIVE REQUIREMENTS 8 A. Permitting 9 1. Obtain Street Use Permit to make utility cuts in the street from the 10 Transportation and Public Works Department in conformance with current 11 ordinances. 12 2. The Transportation and Public Works Department will inspect the paving repair 13 after construction. 14 1.5 SUBMITTALS [NOT USED] 15 1.6 ACTION SUBW1iITTALSJINEORMATIONAL SUBMITTALS 16 A. Asphalt Pavement Mix Design: submit for approval, Section 32 12 16. 17 1,7 CLOSEOUT SUBMITTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE [NOT USED] 20 1.10 DELIVER', STORAGE, AND "ANDLING [NOT USED] 21 1.11 FIELD CONDITIONS 22 A. Weather Conditions: Place mixture when the roadway surface temperature is 40 23 degrees F or higher and rising unless otherwise approved. 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS 26 2.1 OWNER -FURNISHED [NOT USED] 27 2.2 MATERIALS 28 A. Backfill: see Section 33 05 10. 29 B. Base Material 30 1. Flexible Base: Use existing base and add new flexible base as required in 31 accordance with Section 32 1123. 32 C. Asphalt Concrete, See Section 32 12 16. 33 1. H.M.A.C. paving: Type D. 34 2.3 ACCESSORIES [NOT USED] CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 320118-3 TEMPORARY ASPHALT PAVING REPAIR Page 3 of 4 1 2.4 SOURCE QUALITY CONTROL [NOT UST] 2 PART 3 - EXECUTION 3 3.1 INSTALLERS [I.OT USED] 4 3.2 EXAMINATION [NOT USED] 5 3.3 PREPARA 1ION [NOT USED] 6 3.4 INSTALLATION!! 7 A. Removal 8 1. Use an approved method that produces a neat edge. 9 2. Use care to prevent fracturing existing pavement structure adjacent to the 10 repair area. 11 B. Base 12 1. Install flexible base material per detail. 13 2. See Section 32 11 23. 14 C. Apshalt Paving 15 1. H.M.A.C. placement; in accordance with Section 32 12 16. 16 2. Type D surface mix. 17 3.5 REPAIR/REST'ORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.1.3 MAINTENANCE [NOT USED] 26 3.1.4ATTACH MENTS [NOT USED] 27 END DE SECTION 28 29 30 I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 320118-4 TEMPORARY ASPHALT PAVING REPAIR Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A — Modified Items to be included in price bid CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 321723-1 PAVEMENT MARKINGS Page 1 of 12 I SECTID1432 17 23 2 PAVEMENT MARKINGS 3 PAR` ` I - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Pavement Markings 7 a. Thermoplastic, hot -applied, spray (HAS) pavement markings s b. Thermoplastic, hot -applied, extruded (HAE) pavement markings 9 c. Preformed polymer tape 10 d. Preformed heat -activated thermoplastic tape 11 2. Raised markers 12 3. Work zone markings 13 4. Removal of pavement markings and markers 14 B. Deviations from this City of Fort Worth Standard Specification 15 For Miscellaneous Water and Sewer Contracts, all Pavement Markings repairs and 16 replacements shall be subsidiary to the appropriate pavement repair bid item. 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 1 -w General Requirements 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Pavement Markings 24 a. Measurement 25 1) Measurement for this Item shall be per linear foot of material 26 placed. 27 b. Payment 28 1) The work performed and materials furnished in accordance with this 29 Item and measured as provided under "Measurement" shall be paid 30 for at the unit price bid per linear foot of" Pvmt Marking" installed 31 for: 32 a) Various Widths 33 b) Various Types 34 c) Various Materials 35 d) Various Colors 36 c. The price bid shall include: 37 1) installation of Pavement Marking 38 2) Glass beads, when required 39 3) Surface preparation CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised November 22, 2013 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 43 44 321723-2 PAVEMENT MARKINGS Page 2 of 12 4) Clean-up 5) Testing (when required) 2. Legends a. Measurement 1) Measurement for this Item shall be per each Legend installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Legend" installed for: a) Various types b) Various applications c. The price bid shall include: 1) Installation of Pavement Marking 2) Glass beads, when required 3) Surface preparation 4) Clean-up 5) Testing 3. Raised Markers a. Measurement 1) Measurement for this Item shall be per each Raised Marker installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Raised Marker" installed for: a) Various types c. The price bid shall include: 1) Installation of Raised Markers 2) Surface preparation 3) Clean-up 4) Testing 4. Work Zone Tab Markers a. Measurement 1) Measurement for this Item shall be per each Tab Marker installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tab Marker" installed for: a) Various types c. The price bid shall include: 1) Installation of Tab Work Zone Markers 5. Fire Lane Markings a. Measurement 1) Measurement for this Item shall be per the linear foot. b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMFNTS Revised November 22, 2013 MWERR2019 City Project No. 102195 321723-3 PAVEMENT MARKINGS Page 3 of 12 1 1) The work performed and materials furnished in accordance with this 2 Item and measured as provided under "Measurement" shall be paid 3 for at the unit price bid per linear foot of "Fire Lane Marking" 4 installed. 5 c. The price bid shall include: 6 1) Surface preparation 7 2) Clean-up 8 3) Testing 9 6. Pavement Marking Removal 10 a. Measurement 11 1) Measure for this Item shall be per linear foot. 12 b. Payment 13 1) The work performed and materials furnished in accordance with this 14 Item and measured as provided under "Measurement" shall be paid 15 for at the unit price bid per linear foot of "Remove Pvmt Marking" 16 performed for: 17 a) Various widths 18 c. The price bid shall include: 19 1) Removal of Pavement Markings 20 2) Clean-up 21 7. Raised Marker Removal 22 a. Measurement 23 1) Measurement for this Item shall be per each Pavement Marker 24 removed. 25 b. Payment 26 1) The work performed and materials furnished in accordance with this 27 Item shall be paid for at the unit price bid per each "Remove Raised 28 Marker" performed. 29 c. The price bid shall include: 30 1) Removal of each Marker 31 2) Disposal of removed materials 32 3) Clean-up 33 8. Legend Removal 34 a. Measurement 35 1) Measure for this item shall be per each Legend removed. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this 38 Item and measured as provided under "Measurement" shall be paid 39 for at the unit price bid per linear foot of "Remove Legend" 40 performed for: 41 a) Various types 42 b) Various applications 43 c, The price bid shall include: 44 1) Removal of Pavement Markings 45 2) Clean-up CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised November 22, 2013 321723-4 PAVEMENT MARKINGS Page 4of12 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end 5 of this Specification, unless a date is specifically cited. 6 2, Texas Manual on Uniform Traffic Control Devices MUTCD 2011 Edition 7 a. Part 3, Markings 8 3. American Association of State Highway and Transportation Officials 9 AASHTO 10 a. Standard Specification for Glass Beads Used in Pavement Markings, M 11 247-09 12 4. Federal Highway Administration (FHWA) 13 a. 23 CFR Part 655, FHWA Docket No. FHWA--2009-0139 14 5. Texas Department of Transportation UxDOT) 15 a. DMS-4200, Pavement Markers (Reflectorized) 16 b. DMS-4300, Traffic Buttons 17 c. DMS-8220, Hot Applied Thermoplastic 18 d. DMS-8240, Permanent Prefabricated Pavement Markings 19 e. DMS-8241, Removable Prefabricated Pavement Markings 20 f. DMS-8242, Temporary Flexible -Reflective Road Marker Tabs 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS 23 A. Submittals shall be in accordance with Section 0133 00. 24 B. All submittals shall be approved by the City prior to delivery and/or fabrication 25 for specials. 26 1.6 ACTION SURMTT TALS/INFORM"I OVAL SUBMITTALS [NUT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.5 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 3o 1.10DELIVIERY, STORAGE, AHD HAkMDLIHG 31 A. Storage and Handling Requirements 32 1. The Contractor shall secure and maintain a location to store the material in 33 accordance with Section 01 50 00. 34 I-11FIELD [SITE] CONDITIONS [NOT USED) 35 1.12WARRA(i TY [NOT USED] 36 PART 2 - PRODUCE S P11- CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised November 22, 2013 321723-5 PAVEMENT MARKINGS Page 5 of 12 2.1 OWNER -SUPPLIED PRODUCTS 2 A. New Products 3 1. Refer to Drawings to determine if there are owner -supplied products for the 4 Project. 5 2.2 MATERIALS 6 A. Manufacturers 7 1. Only the manufacturers as listed in the City's Standard Products List will be 8 considered as shown in Section 0160 00. 9 a. The manufacturer must comply with this Specification and related 10 Sections. 11 2. Any product that is not listed on the Standard Products List is considered a 12 substitution and shall be submitted in accordance with Section 0125 00. 13 B. Materials 14 1. Pavement Markings 15 a. Thermoplastic, hot applied, spray 16 1) Refer to Drawings and City Standard Detail Drawings for width. of 17 longitudinal lines. 18 2) Product shall be especially compounded for traffic markings. 19 3) When placed on the roadway, the markings shall not be slippery 20 when wet, lift from pavement under normal weather conditions nor 21 exhibit a tacky exposed surface. 22 4) Cold ductility of the material shall permit normal road surface 23 expansion and contraction without chipping or cracking. 24 5) The markings shall retain their original color, dimensions and 25 placement under normal traffic conditions at road surface 26 temperatures of 158 degrees Fahrenheit and below. 27 6) Markings shall have uniform cross-section, clean edges, square ends 28 and no evidence of tracking. 29 7) The density and quality of the material shall be uniform throughout 30 the markings. 31 8) The thickness shall be uniform throughout the length and width of 32 the markings. 33 9) The markings shall be 95 percent free of holes and voids, and free 34 of blisters for a minimum of 60 days after application. 35 10)The material shall not deteriorate by contact with sodium chloride, 36 calcium chloride or other chemicals used to prevent roadway ice or 37 because of the oil content of pavement markings or from oil 38 droppings or other effects of traffic. 39 11) The material shall not prohibit adhesion of other thermoplastic 40 markings if, at some future time, new markings are placed over 41 existing material. 42 a) New material shall bond itself to the old line in such a manner 43 that no splitting or separation takes place. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCOMENTS City Project No. 102195 Revised November 22, 2013 321723-6 PAVEMENT MARKINGS Page 6 of 12 1 12)The markings placed on the roadway shall be completely 2 retroreflective both internally and externally with traffic beads and 3 shall exhibit uniform retro-directive reflectance. 4 13) Traffic beads 5 a) Manufactured from glass 6 b) Spherical in shape 7 c) Essentially free of sharp angular particles 8 d) Essentially free of particles showing cloudiness, surface scoring 9 or surface scratching 10 e) Water white in color 11 12 13 14 15 I6 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 43 44 45 f) Applied at a uniform rate g) Meet or exceed Specifications shown in AASHTO Standard Specification for Glass Beads Used in pavement Markings, AASHTO Designation: M 247-09. b. Thermoplastic, hot applied, extruded 1) Product shall be especially compounded for traffic markings 2) When placed on the roadway, the markings shall not be slippery when wet, lift from pavement under normal weather conditions nor exhibit a tacky exposed surface. 3) Cold ductility of the material shall permit normal road surface expansion and contraction without chipping or cracking. 4) The markings shall retain their original color, dimensions and placement under normal traffic conditions at road surface temperatures of 158 degrees Fahrenheit and below. 5) Markings shall have uniform cross-section, clean edges, square ends and no evidence of tracking. 6) The density and quality of the material shall be uniform throughout the markings. 7) The thickness shall be uniform throughout the length and width of the markings. 8) The markings shall be 95 percent free of holes and voids, and free of blisters for a minimum of 60 days after application. 9) The minimum thickness of the marking, as measured above the plane formed by the pavement surface, shall not be less than 1/8 inch in the center of the marking and 3/32 inch at a distance of 1h inch from the edge. 10) Maximum thickness shall be 3/16 inch. 11)The material shall not deteriorate by contact with sodium chloride, calcium chloride or other chemicals used to prevent roadway ice or because of the oil content of pavement markings or from oil droppings or other effects of traffic. 12)The material shall not prohibit adhesion of other thermoplastic markings if, at some future time, new markings are placed over existing material. New material shall bond itself to the old line in such a manner that no splitting or separation takes place. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised November 22, 2013 321723-7 PAVEMENT MARKINGS Page 7of12 1 13)The markings placed on the roadway shall be completely 2 retroreflective both internally and externally with traffic beads and 3 shall exhibit uniform retro-directive reflectance. 4 14) Traffic beads 5 a) Manufactured from glass 6 b) Spherical in shape 7 c) Essentially free of sharp angular particles 8 d) Essentially free of particles showing cloudiness, surface scoring 9 or surface scratching 10 e) Water white in color 11 f) Applied at a uniform rate 12 g) Meet or exceed Specifications shown in AASHTO Standard 13 Specification for Glass Beads Used in Pavement Markings, 14 AASHTO Designation: M 247-09. 15 c. Preformed Polymer Tape 16 1) Material shall meet or exceed the Specifications for SWARCO 17 Director 35, 3M High Performance Tape Series 3801 ES, or approved 1s equal. 19 d. Preformed Heat -Activated Thermoplastic Tape 20 1) Material shall meet or exceed the Specifications for HOT Tape Brand 21 0.125 mil preformed thermoplastic or approved equal. 22 2. Raised Markers 23 a. Markers shall meet the requirements of the Texas Manual on Uniform 24 Traffic Control Devices. 25 b. Non -reflective markers shall be Type Y (yellow body) and Type W 26 (white body) round ceramic markers and shall meet or exceed the ?7 TxDOT Specification DMS-4300. 28 c. The reflective markers shall be plastic, meet or exceed the TxDOT 29 Specification DMS-4200 for high -volume retroreflective raised markers 30 and be available in the following types: 31 1) Type I-C, white body, 1 face reflects white 32 2) Type II -A -A, yellow body, 2 faces reflect amber 33 3) Type II-C-R, white body, 1 face reflects white, the other red 34 35 3. Work Zone Markings 36 a. Tabs 37 1) Temporary flexible -reflective roadway marker tabs shall meet 38 requirements of TxDOT DMS-8242, "Temporary Flexible -Reflective 39 Road Marker Tabs." 40 2) Removable markings shall not be used to simulate edge lines. 41 3) No segment of roadway open to traffic shall remain without 42 permanent pavement markings for a period greater than 14 43 calendar days. 44 b. Raised Markers 45 1) All raised pavement markers shall meet the requirements of DMS- 46 4200. 47 c. Striping CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised November 22, 2013 321.723--8 PAVEMENT MARKINGS Page 8 of 12 1 1) Work Zone striping shall meet or exceed the TxDOT Specification 2 DMS-8200. 3 2.3 ACCESSORIES [NOT USED] 4 2.4 SOURCE QUALITY CONTROL 5 A. Performance 6 1. Minimum maintained retroreflectivity levels for longitudinal markings shall 7 meet the requirements detailed in the table below for a minimum of 30 8 calendar days. 9 10 11 12 13 14 15 16 17 Posted Speed m :5 30 35 — 5® ? 55 2-lane roads with centerline markings only 1 n/a 100 250 Alf other roads 2 n/a 50 100 (1) Measured at standard 30-m geometry in units of mcd/ml/lux. (2) Exceptions: A. When raised reflective pavement markings (RRPMs) supplement or substitute for a longitudinal line, minimum pavement marking retroreflectivity levels are not applicable as long as the RRPMs are maintained so that at least 3 are visible from any position along that line during nighttime conditions. B. When continuous roadway lighting assures that the markings are visible, minimum pavement marking retroreflectivity levels are not applicable. PART 3 - EXECUTXON 18 3.1 EXAMXNATION [NOT USED] 19 3.2 PRrPARATXOH 20 21 22 23 24 25 26 27 28 29 30 31 A. Pavement Conditions 1. Roadway surfaces shall be free of direr, grease, loose and/or flaking existing markings and other forms of contamination. 2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the curing membrane. 3. Pavement to which material is to be applied shall be completely dry. 4. Pavement shall be considered dry, if, on a sunny day after observation for 15 minutes, no condensation develops on the underside of a 1 square foot piece of clear plastic that has been placed on the pavement and weighted on the edges. 5. Equipment and methods used for surface preparation shall not damage the pavement or present a hazard to motorists or pedestrians. 32 3.3 INSTALLATION 33 A. General CITY OF FORT WORTH MWFRR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised November 22, 2013 32 17 23 -- 9 PAVEMENT MARKINGS Page 9 of 12 1 1. The materials shall be applied according to the manufacturer's 2 recommendations. 3 2. Markings and markers shall be applied within temperature limits 4 recommended by the material manufacturer, and shall be applied on clean, 5 dry pavement having a surface temperature above 50 degrees Fahrenheit. 6 3. Markings that are not properly applied due to faulty application methods or 7 being placed in the wrong position or alignment shall be removed and s replaced by the Contractor at the Contractor's expense. If the mistake is 9 such that it would be confusing or hazardous to motorists, it shall be 10 remedied the same day of notification. Notification will be made by phone 11 and confirmed by fax. Other mistakes shall be remedied within 5 days of 12 written notification. 13 4. When markings are applied on roadways open to traffic, care will be taken 14 to ensure that proper safety precautions are followed, including the use of 15 signs, cones, barricades, flaggers, etc, 16 5. Freshly applied markings shall be protected from traffic damage and 17 disfigurement. 1s 6. Temperature of the material must be equal to the temperature of the road 19 surface before allowing traffic to travel on it. 20 B. Pavement Markings 21 1. Thermoplastic, hot applied, spray 22 a. This method shall be used to install and replace long lines — centerlines, 23 lane lines, edge lines, turn lanes, and dots. 24 b. Markings shall be applied at a 110 mil thickness. 25 c. Markings shall be applied at a 90 mil thickness when placed over 26 existing markings. 27 d. A sealer shall be used if concrete or asphalt is older than three (3) 28 years. 29 e. Typical setting time shall be between 4 minutes and 10 minutes 30 depending upon the roadway surface temperature and the humidity 31 factor. 32 f. Retroreflective raised markers shall be used to supplement the 33 centerlines, lane lines, and turn lanes. Refer to City Standard Detail 34 Drawings for placement. 35 g. Minimum retroreflectivity of markings shall meet or exceed values 36 shown in subparagraph 2.4.A.1 of this Specification. 37 2. Thermoplastic, hot applied, extruded 38 a. This method shall be used to install and replace crosswalks and stop- 39 lines. 40 b. Markings shall be applied at a 125 mil thickness. 41 c. Minimum retroreflectivity of markings shall meet or exceed values 42 shown in this Specification. 43 3. Preformed Polymer Tape 44 a. This method shall be used to install and replace crosswalks, stop -lines, 45 and legends, CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised November 22, 2013 32 17 23 - 10 PAVEMENT MARKINGS Page 10 of 12 1 b. The applied marking shall adhere to the pavement surface with no 2 slippage or lifting and have square ends, straight lines and clean edges. 3 c. Minimum retroreflectivity of markings shall meet or exceed values 4 shown in this Specification. 5 4. Preformed Heat -Activated Thermoplastic Tape 6 a. This method shall be used to install and replace crosswalks, stop -lines, 7 and legends. 8 b. The applied marking shall adhere to the pavement surface with no 9 slippage or lifting and have square ends, straight lines and clean edges. 10 c. Minimum retroreflectivity of markings shall meet or exceed values 11 shown in this Specification. 12 C. Raised Markers 13 1. All permanent raised pavement markers on Portland Cement roadways shall 14 be installed with epoxy adhesive. Bituminous adhesive is not acceptable. 15 2. All permanent raised pavement markers on new asphalt roadways may be 16 installed with epoxy or bituminous adhesive. 17 3. A chalk line, chain or equivalent shall be used during layout to ensure that 18 individual markers are properly aligned. All markers shall be placed 19 uniformly along the line to achieve a smooth continuous appearance. 20 D. Work Zone Markings 21 1. Work shall be performed with as little disruption to traffic as possible. 22 2. Install longitudinal markings on pavement surfaces before opening to 23 traffic. 24 3. Maintain lane alignment traffic control devices and operations until 25 markings are installed. 26 4. Install markings in proper alignment in accordance with the Texas MUTCD 27 and as shown on the Drawings. 28 5. Place standard longitudinal lines no sooner than 3 calendar days after the 29 placement of a surface treatment, unless otherwise shown on the Drawings. 30 6. Place markings in proper alignment with the location of the final pavement 31 markings. 32 7. Do not use raised pavement markers for words, symbols, shapes, or 33 diagonal or transverse lines. 34 8. All markings shall be visible from a distance of 300 feet in daylight 35 conditions and from a distance of at least 160 feet in nighttime conditions, 36 illuminated by low -beam automobile headlight. 37 9. The daytime and nighttime reflected color of the markings must be 38 distinctly white or yellow. 39 10. The markings must exhibit uniform retroreflective characteristics. 40 11. Epoxy adhesives shall not be used to work zone markings. 41 3.4 REMOVALS 42 1. Pavement Marking and Marker Removal CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised November 22, 2013 321723 -11 PAVEMENT MARKINGS Page 11 of 12 I a. The industry's best practice shall be used to remove existing pavement 2 markings and markers. 3 b. If the roadway is being damaged during the marker removal, Work shall 4 be halted until consultation with the City. 5 c. Removals shall be done in such a matter that color and texture contrast 6 of the pavement surface will be held to a minimum. 7 d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc., 8 greater than 1/4 inch in depth resulting from the removal of pavement 9 markings and markers. Driveway patch asphalt emulsion may be broom 10 applied to reseal damage to asphaltic surfaces. 11 e. Dispose of markers in accordance with federal, state, and local 12 regulations. 13 f. Use any of the following methods unless otherwise shown on the 14 Drawings. I5 1) Surface Treatment Method 16 a) Apply surface treatment at rates shown on the Drawings or as 17 directed. Place a surface treatment a minimum of 2 feet wide to 18 cover the existing marking. 19 b) Place a surface treatment, thin overlay, or microsurfacing a 20 minimum of 1 lane in width in areas where directional changes 21 of traffic are involved or in other areas as directed by the City. 22 2) Burn Method 23 a) Use an approved burning method. 24 b) For thermoplastic pavement markings or prefabricated pavement 25 markings, heat may be applied to remove the bulk of the 26 marking material prior to blast cleaning. 27 c) When using heat, avoid spalling pavement surfaces. 28 d) Sweeping or light blast cleaning may be used to remove minor 29 residue. 30 3) Blasting Method 31 a) Use a blasting method such as water blasting, abrasive blasting, 32 water abrasive blasting, shot blasting, slurry blasting, water- 33 injected abrasive blasting, or brush blasting as approved. 34 b) Remove pavement markings on concrete surfaces by a blasting 35 method only. 36 4) Mechanical Method 37 a) Use any mechanical method except grinding. 38 b) Flail milling is acceptable in the removal of markings on asphalt 39 and concrete surfaces. 40 2. If a location is to be paved over, no additional compensation will be allowed 41 for marking or marker removal. 42 3.5 REPAXR / RESTORATXON [NOT USED] 43 3.6 RE-XNSTALLATXON [NOT USED] 44 3.7 HELD QU,A,L�I CONTROL 45 A. All lines must have clean edges, square ends, and be uniform cross-section. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised November 22, 2013 321723-12 PAVEMENT MARKINGS Page 12 of 12 1 B. The density and quality of markings shall be uniform throughout their 2 thickness. 3 C. The applied markings shall have no more than 5 percent, by area, of holes or 9 voids and shall be free of blisters. 5 3.8 SYSTEM ST,AftTUP [NOT USED] 6 3.9 ADJUSTING [NOT USED] 7 3.10CLEANING s A. Contractor shall clean up and remove all loose material resulting from 9 construction operations. 10 3.11CLOSCOUT ACTXVr!IES [NOT USED] it 3.121PROTECTION [NOT USED] 12 3.13MAINTENANCE [NOT USED] 13 3.14ATTACf MENTS [NOT USED] 14 15 16 END OF SECTION Revision Cog DATE NAME SUMMARY OF CHANGE 11/22/13 S. Arnold Removed paint type marking, updated references, added sealer language CITY OF FORT WORTH MWFRR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised November 22, 2013 323113-1 CHAIN LINK FENCE AND GATES Page 1 of 8 I SECTION 32 3113 2 CHAIN LINK FENCE AND GATES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Galvanized coated chain link (non -security) fencing and accessories in 7 accordance with the City's Zoning Ordinance. 8 2. Wrought iron fencing and accessories 9 3. Steel tube fencing and accessories 10 4. On utility projects: I I a. When existing fence is within the project Site (i.e. parallel to the utility 12 trench and/or within utility easement) and is directly disturbed by 13 construction activities, fencing will be paid for as listed in Article 1.2 14 below. 15 b. When existing fence is crossing the proposed utility trench, the work 16 performed and materials furnished in accordance with fence 17 replacement will be considered subsidiary to the trench and no other 18 compensation will be allowed. 19 c. When existing fence is outside of the limits of the project Site or is 20 identified as protected on the Drawings and is disturbed and/or by 21 construction activities, replacement will be at the expense of the 22 Contractor and no other compensation will be allowed. 23 B. Deviations from this City of Fort Worth Standard Specification 24 For Miscellaneous Water and Sewer Contracts, fence repair/replacements shall 25 be subsidiary to the price bid per linear foot of pipe. No additional compensation 26 will be allowed. 27 C. Related Specification Sections include, but are not necessarily limited to: 28 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 29 Contract 30 2. Division 1 - General Requirements 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement and Payment 33 1. Chain Link Fence 34 a. Measurement 35 1) Measurement for this Item shall be by the linear foot of Chain Link 36 Fence installed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this 39 Item and measured as provided under "Measurement" will be paid 40 for at the unit price bid per linear foot of Chain Link Fence installed 41 for various: CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 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 43 44 45 46 323113-2 CHAIN LINK FENCE AND GATES Page 2 of 8 a) Heights b) Fabric materials c. The price bid shall include: 1) Furnishing and installing all fence and gate materials 2) Mow strip, if shown in Drawings 3) Cleanup 4) Hauling 2. Wrought Iron Fence a. Measurement 1) Measurement for this Item shall be by the linear foot of Wrought Iron Fence installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of Wrought Iron Fence installed for various heights. c. The price bid shall include: 1) Furnishing and installing all fence and gate materials 2) Mow strip, if shown in Drawings 3) Cleanup 4) Hauling 3. Steel Tube Fence a. Measurement 1) Measurement for this Item shall be by the linear foot of Steel Tube Fence installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of Steel Tube Fence installed for various heights. c. The price bid shall include: 1) Furnishing and installing all fence and gate materials 2) Mow strip, if shown in Drawings 3) Cleanup 4) Hauling $.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. American Society for Testing and Materials (ASTM): a. A 36, Standard Specification for Carbon Structural Steel b. A 123, Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products c. A 392, Standard Specification for Zinc -Coated Steel Chain -Link Fence Fabric CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 M W ERR2019 City Project No. 102195 I 323113-3 CHAIN MINK FENCE AND GATES Page 3 of 8 1 d. A 500, Standard Specification for Cold -Formed Welded and Seamless 2 Carbon Steel Structural Tubing in Rounds and Shapes 3 e. F 626, Standard Specification for Fence Fittings 4 f. F 1043, Standard Specification for Strength and Protective Coatings on 5 Steel Industrial Chain Link Fence Framework 6 g. F 1083, Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated 7 (Galvanized) Welded, for Fence Structures 8 h. F 1183, Specification for Aluminum Alloy Chain Link Fence Fabric 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED) 10 1.5 ACTION SUBMMALS 11 A. Shop drawings 12 1. Layout of fences and gates with dimensions, details, and finishes of 13 components, accessories and post foundations if requested by the City. 14 B. Product data 15 1. Manufacturer's catalog cuts indicating material compliance and specified 16 options, 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] i9 1..8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10DELIVElRY, STORAGE, AND HANDLXNG [NOT USED] 22 1.11ETELD [SITE] CONDITIONS (NOT USED] 23 1.A 2bVARRANTY [NOT USED) 24 PAa T 2 - PRODUCTS 25 2.1 OWNER-r URNXSHED [NOT USED] 26 2.2 MANUFACTURED UNITS / MATE.RIALS 27 A. Manufacturer 28 1. Minimum of 5 years of experience manufacturing galvanized coated chain 29 link fencing. 30 2. Approved Manufacturer or equal: 31 a. Allied Fence, Inc. 32 b. American Fence Corp. 33 c. Anchor Fence, Inc. 34 d. Master Halco, Inc. 35 B. Materials 36 1. Chain Link Fence 37 a. General CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 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 43 44 45 46 47 48 323113-4 CHAIN LINK FENCE AND GATES Page 4 of 8 1) Posts, gate frames, braces, rails, stretcher bars, truss rods and tension wire shall be of steel. 2) Gate hinges, post caps, barbed wire supporting arms, stretcher bar bands and other parts shall be of steel, malleable iron, ductile iron or equal 3) Post tops, rail end, ties and clips may be of aluminum. 4) Use only new material, or salvaged/existing material if approved by City or noted on Drawings. b. Steel Fabric 1) Fabric a) No. 9 gauge b) 2-inch mesh (1) Commercial: both top and bottom selvages twisted and barged Residential: match existing or both top and bottom selvages knuckled (2) Furnish 1-piece fabric widths. 2) Fabric Finish: Galvanized, ASTM A 392, Class I, with not less than 1.2 oz. zinc per square foot of surface. c. Aluminum Fabric 1) Fabric a) ASTM F 1183 b) No. 9 gauge c) 2-inch mesh, with both top and bottom selvages twisted and barged. d) Furnish 1-plece fabric widths. d. Steel Framing 1) Steel pipe - Type I a) ASTM F 1083 b) Standard weight schedule 40 c) Minimum yield strength: 30,000 psi d) Sizes as indicated e) Hot -dipped galvanized with minimum average 1.8 oz/ft2 of Coated surface area 2) Steel pipe - Type II a) ASTM F 1043, Group IC b) Minimum yield strength: 50,000 psi c) Sizes as indicated on Drawings d) Protective coating per ASTM F 1043 (1) External coating Type B (a) Zinc With organic overcoat (b) 0.9 oz/ft2 minimum zinc coating with chromate conversion coating and verifiable polymer film (2) Internal coating Type B (a) Minimum 0.9 oz/ft2 zinc or Type D, zinc pigmented, 81 percent nominal coating, minimum 3 mils 3) Formed steel ("C'� sections: a) Roll formed steel shapes complying with ASTM F 1043, Group II CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 M W ERR2019 City Project No. 102195 3231 13--5 CHAIN LINK FENCE AND GATES Page 5 of 8 1 b) Minimum yield strength: 45,000 psi (310 MPa) 2 c) Sizes as indicated on Drawings 3 d) External coating per ASTM F 1043, Type A 4 (1) Minimum average 2.0 oz/ftz of zinc per ASTM A 123 5 4) Steel square sections 6 a) ASTM A 500, Grade B 7 b) Minimum yield strength: 40,000 psi 8 c) Sizes as indicated on Drawings 9 d) Hot -dipped galvanized with minimum 1.8 oz/fE:2 of coated 10 surface area 11 e. Accessories 12 1) Chain link fence accessories 13 a) ASTM F 626 14 b) Provide items required to complete fence system. 15 c) Galvanize each ferrous metal item and finish to match framing. 16 2) Post caps 17 a) Formed steel or cast malleable iron weather tight closure cap for 18 tubular posts. 19 b) Provide 1 cap for each post. 20 c) Cap to have provision for barbed wire when necessary. 21 d) "C" shaped line post without top rail or barbed wire supporting 22 arms do not require post caps. 23 e) Where top rail is used, provide tops to permit passage of top 24 rail. 25 3) Top rail and rail ends 26 a) 1 5/8 inch diameter galvanized round pipe for horizontal railing 27 b) Pressed steel per ASTM F626 28 c) For connection of rail and brace to terminal posts 29 4) Top rail sleeves 30 a) 7-inch expansion sleeve with a minimum 0.137 inch wire 31 diameter and 1.80 inch length spring, allowing for expansion and 32 contraction of top rail 33 5) Wire ties 34 a) 9 gauge galvanized steel wire for attachment of fabric to line 35 posts 36 b) Double wrap 13 gauge for rails and braces. 37 c) Hog ring ties of 12-1/2 gauge for attachment 38 6) Brace and tension (stretcher bar) bands 39 a) Pressed steel 40 b) Minimum 300 degree profile curvature for secure fence post 41 attachment 42 c) At square post provide tension bar clips. 43 7) Tension (stretcher) bars: 44 a) 1 piece lengths equal to 2 inches less than full height of fabric 45 b) Minimum cross-section of 3/16 inch x 3/4 inch 46 c) Provide tension (stretcher) bars where chain link fabric meets 47 terminal posts. 48 8) Tension wire CITY OF FORT WORTH MWFRR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 102195 Revised December 20, 2012 323113-6 CHAIN LINK FENCE AND GATES Page 6 of 8 1 a) Galvanized coated steel wire, 6 gauge, [0.192 inch] diameter 2 wire 3 b) Tensile strength: 75,000 psi 4 9) Truss rods & tightener 5 a) Steel rods with minimum diameter of 5/16 inch 6 b) Capable of withstanding a tension of minimum 2,000 pounds 7 10) Nuts and bolts are galvanized. 8 2. Wrought Iron Fence: specified per Drawings. 9 3. Steel Tube Fence: specified per Drawings. 10 4. Setting Materials 11 a. Concrete 12 1) Minimum 28 day compressive strength of 3,000 psi 13 2) Bagged concrete allowed. 14 b. Drive Anchors 15 1) Galvanized angles 16 2) ASTM A 36 steel 17 3) 1 inch x 1 inch x 30 inch galvanized shoe clamps to secure angles to 18 posts. 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUAL" tY CONTROL [NOT USED] 21 PART 3 - EXECUTION 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMXNAT ION 24 A. Verification of Conditions 25 1. Verify areas to receive fencing are completed to final grades and elevations. 26 2. Ensure property lines and legal boundaries of work are clearly established 27 3.3 PREP %RATION [NOT USED] 28 3.4 INSTALLATION 29 A. Chain Link Fence Framing 30 1. Locate terminal post at each fence termination and change in horizontal or 31 vertical direction of 30 degrees or more. 32 2. Space line posts uniformly at 10 feet on center. 33 3. Set all posts in concrete 34 a. Drill holes in firm, undisturbed or compacted soil. 35 b. Drill hole diameter 4 times greater than outside dimension of post. 36 c. Set post bottom 24 inches below surface when in firm, undisturbed soil. 37 d. Excavate deeper as required for adequate support in soft and loose 38 soils, and for posts with heavy lateral loads. 39 e. Place concrete around posts in a continuous pour. Trowel finish around 40 post. Slope to direct water away from posts. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 323113-7 CHAIN LINK FENCE AND GATES Page 7 of 8 1 4. Check each post for vertical and top alignment, and maintain in position 2 during placement and finishing operations. 3 5. Bracing 4 a. Install horizontal pipe brace at mid -height for fences 6 feet and taller, 5 on each side of terminal posts. 6 b. Firmly attach with fittings. 7 c. install diagonal truss rods at these points. 8 d. Adjust truss rod, ensuring posts remain plumb. 9 6. Tension wire 10 a. Provide tension wire at bottom of fabric and at top, if top rail is not 11 specified. 12 b. install tension wire before stretching fabric and attach to each post with 13 ties. 14 c. Secure tension wire to fabric with 12-1/2 gauge hog rings 24 inches on 15 center. 16 7. Top rail 17 a. install lengths, 21 feet 18 b. Connect joints with sleeves for rigid connections for 19 expansion/contraction. 20 8. Center Rails for fabric height 12 feet and taller. 21 a. Install mid rails between posts with fittings and accessories. 22 9. Bottom Rails: Install bottom rails between posts with fittings and 23 accessories. 24 B. Chain Link Fabric Installation 25 1. Fabric 26 a. Install fabric on security side and attach so that fabric remains in 27 tension after pulling force is released. 28 b. Leave approximately 2 inches between finish grade and bottom selvage. 29 c. Attach fabric with wire ties to line posts at 15 inches on center and to 30 rails, braces, and tension wire at 24 inches on center. 31 2. Tension (stretcher) bars 32 a. Pull fabric taut. 33 b. Thread tension bar through fabric and attach to terminal posts with 34 bands or clips spaced maximum of 15 inches on center. 35 3. Accessories 36 a. Tie wires: Bend ends of wire to minimize hazard to persons and 37 clothing. 38 b. Fasteners: Install nuts on side of fence opposite fabric side for added 39 security. 40 c. Slats: Install slats in accordance with manufacturer's instructions. 41 C. Wrought Iron installation: install per Drawings 42 D. Steel Tube Fence: install per Drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERP2019 City Project No. 102195 323113-8 CHAIN LINK FENCE AND GATES Page 8 of 8 1 3.5 REPAIR/RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL [NOT USED] 4 3.5 SYSTEM STARTUP [NOT USED] s 3.9 ADJUSTING [NO-1 USED] 6 3.10CLEAN.ING [NOT USED] 7 3.111CCOSE®UTACTIVITTIES [NOT USED] 8 3.1 RO ECpION [O SED] 9 3.13MAINTENANCE [NOT USED] io 3.14ATTACHMENTS [NOT USED] 11 12 13 END OF SECTION Revision Log DATE [NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.1.A. modified to describe when City would pay for fence replacement on utility projects CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 323126-1 WIRE FENCE AND GATES Page 1 of 6 1 SECTION 32 3126 2 WIRE FENCE AND GATES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnish and construct fence of barbed or smooth wire. 7 2. On utility projects: 8 a. When existing fence is within the project Site (i.e. parallel to the utility 9 trench and/or within utility easement) and is directly disturbed by 10 construction activities, fencing will be paid for as listed in Article 1.2 11 below. 12 b. When existing fence is crossing the proposed utility trench, the work 13 performed and materials furnished in accordance with fence 14 replacement will be considered subsidiary to the trench and no other 15 compensation will be allowed. 16 c. When existing fence is outside of the limits of the project Site or is 17 identified as protected on the Drawings and is disturbed and/or by 18 construction activities, replacement will be at the expense of the 19 Contractor and no other compensation will be allowed. 20 B. Deviations from this City of Fort Worth Standard Specification 21 For Miscellaneous Water and Sewer Contracts, fence repair/replacements shall 22 be subsidiary to the price bid Der linear foot of pipe. No additional compensation 23 will be allowed. 24 C. Related Specification Sections include, but are not necessarily limited to: 25 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 26 Contract 27 2. Division 1 - General Requirements 28 1.2 PRICE AND PAYMENT PROCEDURES 29 A. Measurement and Payment 30 1. Wire Fence 31 a. Measurement 32 1) Measurement for this Item shall be by the linear foot of Wire Fence, 33 excluding gates. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this 36 Item and measured as provided under "Measurement" will be paid 37 for at the unit price bid per linear foot of Wire fence installed for 38 various: 39 a) Post types 40 b) Wire types 41 c) Number of Strands as specified in the Drawings CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 7012 323126-2 WIRE FENCE AND GATES Page 2 of 6 1 c. The price bid shall include: 2 1) Removal of existing fence and/or, unless specifically defined as a 3 separate pay item on Drawings 4 2) Furnishing, preparing, hauling, and installing Wire Fence 5 3) Excavation, backfilling, and disposal of surplus material 6 4) Removal and trimming of brush and tree limbs 7 2. Steel Gates 8 a. Measurement 9 1) Measurement for this Item shall be per each Steel Fence. 10 b. Payment 11 1) The work performed and materials furnished in accordance with this 12 Item and measured as provided under "Measurement" will be paid 13 for at the unit price bid per each Steel Gate by height. 14 c. The price bid shall include: 15 1) Removal of existing fence and/or gates, unless specifically defined 16 as a separate pay item on Drawings 17 2) Furnishing, preparing, hauling, and installing Steel Gates 18 3) Excavation, backfilling, and disposal of surplus material 19 4) Removal and trimming of brush and tree limbs 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference 23 standard published at the time of the latest revision date logged at the end 24 of this specification, unless a date is specifically cited. 25 2. American Society for Testing and Materials (ASTM): 26 a. A 702, Standard Specification for Steel Fence Posts and Assemblies, Hot 27 Wrought 28 b. A 121, Standard Specification for Metallic -Coated, Carbon Steel Barbed 29 Wire 30 c. A 116, Standard Specification for Metallic -Coated, Steel Woven Wire 31 Fence Fabric 32 d. F 1083, Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated 33 (Galvanized) Welded, for Fence Structures 34 3. American Wood Protection Association (AWPA) 35 a. P8/P9, Standard for Oil -Borne Preservatives 36 b. C5, Fence Posts - Preservative Treatment by Pressure Processes CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 32 31 26 - 3 WIRE FENCE AND GATES Page 3 of 6 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 ACTION SUBMITTALS (N.OT USED] 3 1.6 ACTION SUBMITTALS/INVORMATIONAL SUBMITTALS [N®T USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USIED] 5 2.3 MAINTEMA14CE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALM ASSURANCE [NOT USED] 7 1.10DVLXVERY, STORAGE, AND HANDLING (NOT USED] 8 1.111FIIELD [SITE] CONDITIONS [NOT USED] 9 1.12MIARRANTY [NOT USED] to PART 2 - PRODUCTS 11 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 12 2.2 MATERIALS 13 A. Furnish materials in accordance with details shown on the Drawings and with 14 the following requirements. 15 B. Metal Posts and Braces 16 1. Steel Pipe: ASTM F 1083 17 2. T posts: ASTM A 702 18 3. Use only new steel. Do not use rerolled or open -seam material. 19 4. Furnish galvanized steel sections in ASTM F 1081 20 S. Painting 21 a. Use an approved anticorrosive coating. 22 b. After installation of painted posts and braces, spot -coat damaged areas 23 with the same paint color. 24 c. Use paint with at least the same anticorrosive properties as the original 25 paint. 26 6. Use the size, weight, and area of posts, braces, and anchor plates shown 27 on the Drawings. 28 C. Wood Posts and Braces 29 1. Untreated Wood: cedar or juniper timber 30 2. Treaters Wood 31 a. AWPA standards govern materials and methods of treatments including 32 seasoning, preservatives, and inspection for treatment. 33 b. Each piece or bundle of other treated -timber products must have: 34 1) Legible brand marls or tag indicating the name of the treater 35 2) Date of treatment or lot number 36 3) AWPA treatment specification symbol 37 c. Provide the level of preservative indicated in Table 1. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 1 2 Table I Minimrrrn Rntantinn of Draaarvathia Penta- Product chloropheno. AWpA I (Ib./cu. ft.) Standard for AWPA Preservative (P8/Pg) Treatment Standard Wire fence posts 0.4 C5 (round)' 323126-4 WIRE FENCE AND GATES Page 4 of 6 3 1. Retention determined by assay (0 to 1.0-inch zone). 4 3. Use sound timber that is free from decay, shakes, splits, or other defects 5 that would weaken the posts or braces or otherwise make them structurally 6 unsuitable for the purposes intended. 7 4. Knots that are sound, tight, trimmed flush, and not in clusters will be 8 allowed, provided they do not exceed 1/3 of the small diameter or the least 9 dimension of the posts and braces. 10 5. Remove spurs and splinters, cutting the ends square. 11 D. Gates and Gateposts: Furnish materials to the required dimensions. 12 E. Barbed and Smooth Wire: ASTM A 121, Class 1 13 1. Use wire consisting of 2 strand, 12 1/2 gauge, twisted wire 14 2. Barbed Wire: 2-point 14 gauge barbs spaced no more than 5 inches apart 15 F. Wire Mesh: ASTM A 116, Class 1 16 1. Top and bottom wires: at least 10 gauge wire 17 2. Intermediate wires and vertical stays: 12 1/2 gauge wire 18 G. Miscellaneous 19 1. Furnish galvanized bolts, nuts, washers, braces, straps, and suitable devices 20 for holding barbed wire and wire mesh firmly to metal posts. 21 2. Use material of good commercial quality and design. 22 3. Provide galvanized staples, at least 1 1/2 inch long. 23 H. Concrete 24 1. Minimum 28 day compressive strength of 3,000 psi 25 2. Bagged concrete allowed. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 323126-5 WIRE FENCE AND GATES Page 5 of 6 1 2.3 ACCESSOR.TES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTX'®II 4 3.1 INSTALLERS [1! OT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. Space fence posts as shown on the Drawings or to match existing. 9 B. Set fence posts plumb and firm at the intervals, depth, and grade shown on the 10 Drawings or to match existing. 11 C. Brace corner and pull posts in 2 directions. 12 D. Brace end posts and gateposts in I direction. 13 E. Install a corner post where the alignment changes 30 degrees or more. 14 F. At alignment angles between 15 and 30 degrees, brace the angle post to the 15 adjacent line posts with diagonal tension wires. 16 G. At grade depressions where stresses tend to pull posts out of the ground, snub 17 or guy the fencing at the critical point with a double 9 gauge galvanized wire. 18 H. Connect the wire to the top horizontal line of the barbed wire or to .the top and 19 bottom wire or wire mesh fabric, and to a deadman weighing at least 100 20 pounds. 21 I. Stretch the fence before guying and snubbing. 22 J. Install number stands at spacing shown in Drawings. 23 K. Install corner, end, or angle post assembly before stretching the wire between 24 posts. 25 L. Connect existing cross fences to the new fences and corner posts at junctions 26 with existing fences. 27 M. While drawing barbed wire and wire fabric taut, fasten to posts using 28 galvanized ties or staples, or as shown on the Drawings. 29 N. Install pull post assemblies at 500 feet intervals for steel posts and at 1,000 30 feet intervals for wood posts. 31 0. Drive metal line posts provided driving does not damage the posts. 32 P. Set metal corners, ends, pull posts, and braces in concrete footings a minimum 33 of 24 inches and crowned at the top to shed water. 34 Q. Thoroughly tamp backfill in 4 inch layers. 35 R. Notch timber posts. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 323126-6 WIRE FENCE AND GATES Page 6 of 6 1 3.5 REPAIRIRESTO6`-ATXON [NOT USED] 2 3.6 RE -INSTALLATION [NOT USE®] 3 3.7 F%EL® QUALM CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [MOT USE®] 5 3.9 ADJUSTING [NOT USE®] 6 3.10CLEANING [NOT USE®] 7 3.11CLOSEOUT ACT-VXTIES [NOT USE®] s 3.12PROTECTION [NOT USE®] 9 3.13MAXNTrNANCE [NOT USE®] Io 3.14ATTHCHMENT'S [NOT USE®] II 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.1.A. modified to describe when City would pay for fence replacement on utility projects CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 323129-1 WOOD FENCE AND GATES Page 1 of 5 1 SECTION 32 3129 2 WOOD FENCE AND GATES 3 PART I - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Construction of wood fences and gates along boundaries, property lines in 7 accordance with the City's Zoning Ordinance. 8 2. On utility projects: 9 a. When existing fence is within the project Site (i.e. parallel to the utility 10 trench and/or within utility easement) and is directly disturbed by 11 construction activities, fencing will be paid for as listed in Article 1.2 12 below. 13 b. When existing fence is crossing the proposed utility trench, the work 14 performed and materials furnished in accordance with fence 15 replacement will be considered subsidiary to the trench and no other 16 compensation will be allowed. 17 c. When existing fence is outside of the limits of the project Site or is Is identified as protected on the Drawings and is disturbed and/or by 19 construction activities, replacement will be at the expense of the 20 Contractor and no other compensation will be allowed. 21 B. Deviations from this City of Fort Worth Standard Specification 22 For Miscellaneous Water and Sewer Contracts, fence repair/replacements shall 23 be subsidiary to the price bid per linear foot of pipe. No additional compensation 24 will be allowed. 25 C. Related Specification Sections include, but are not necessarily limited to: 26 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 27 Contract 28 2. Division 1 - General Requirements 29 1..2 PRICE ,AND PAYMENT PROCCOURIES 30 A. Measurement and Payment 31 1. Measurement 32 a. Measurement for this Item shall be by the linear foot of Wood Fence 33 installed, including gates. 34 2. Payment 35 a. The work performed and materials furnished in accordance with this 36 Item and measured as provided under "Measurement" will be paid for at 37 the unit price bid per linear foot of Wood Fence installed for by height. 38 B. The price bid shall include: 39 a. Furnishing all materials for fence and gates 40 b. All preparation, erection and installation of materials CM OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 323129-2 WOOD FENCE AND GATES Page 2 of 5 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end 5 of this specification, unless a date is specifically cited. 6 2. American Society for Testing and Materials (ASTM): 7 a. A 123, Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on 8 Iron and Steel Products 9 b. A 500, Standard Specification for Cold -Formed Welded and Seamless 10 Carbon Steel Structural Tubing in Rounds and Shapes 11 c. F 1043, Standard Specification for Strength and Protective Coatings on 12 Steel Industrial Chain Link Fence Framework 13 d. F 1083, Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated 14 (Galvanized) Welded, for Fence Structures 15 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 16 1.5 SUBMITTALS 17 A. Shop drawings: Layout of fences and gates with dimensions, details, and 18 finishes of components, accessories and post foundations 19 B. Product data: Manufacturer's catalog cuts indicating material compliance and 20 specified options 21 C. Building Permit: All fences over 6 feet 22 1.6 ACTION SU1BMI a TALSJINFORMATIVNAL SUBMITTALS [NOT USED] 23 1.7 CLOSEOUT SUBMITTALS [NOT USED) 24 1.8 MAINTENANCE MATERIAL SU BMMALS [NO 1 USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10DEVIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.11FIELD [SITE] CONDITILONS [NOT USED) 28 IJ2WARRANTV [NOT USED] 29 PART 2 - PRODUCTS 30 2.1 OWNER-FURRHISHED p;,%r�UC7 S [NOT USIED] 31 2.2 MATERIALS 32 A. General 33 1. Gate hinges and post caps shall be of steel, malleable iron, ductile iron or 34 equal. 35 2. Post tops may be of aluminum. 36 B. Slats: Redwood or cedar free from all major decay or defects which would 37 weaken or otherwise cause them to be unsuitable for fence slats. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 323129-3 WOOD FENCE AND GATES Page 3 of 5 1 C. Bottom and Top Rail: Minimum 2-inch x 4-inch x 8-foot cedar stud or match 2 existing. 3 D. Corner, Gate, End, or Line Posts 4 1. Wood Posts 5 a. Minimum size: 4-inch x 4-inch cedar wood post or match existing 6 b. Free from all decay, splits, multiple cracks, or any other defect which 7 would weaken the posts or otherwise cause them to be structurally 8 unsuitable for the purpose intended 9 2. Steel Posts 10 a. Steel pipe - Type I 11 1) ASTM F 1083 12 2) Standard weight schedule 40 13 3) Minimum yield strength: 30,000 psi 14 4) Sizes as indicated on Drawings 15 5) Hot -dipped galvanized with minimum average 1.8 oz/ft2 of coated 16 surface area. 17 b. Steel pipe - Type II 18 1) ASTM F 1043, Group IC 19 2) Minimum yield strength: 50,000 psi 20 3) Sizes as indicated on Drawings 21 4) Protective coating per ASTM F 1043 22 5) External coating Type B 23 a) Zinc with organic overcoat 24 b) 0.9 oz/ft2 minimum zinc coating with chromate conversion 25 coating and verifiable polymer film 26 6) Internal coating Type B 27 a) Minimum 0.9 oz/ft2 zinc or Type D, zinc pigmented, 81 percent 28 nominal coating, minimum 3 mils 29 c. Formed steel ("C) sections 30 1) Roll formed steel shapes complying with ASTM F 1043, Group II 31 2) Minimum yield strength: 45,000 psi (310 MPa) 32 3) Sizes as indicated on Drawings 33 4) External coating per ASTM F 1043, Type A 34 a) Minimum average 2.0 oz/ft2 of zinc per ASTM A 123 35 d. Steel square sections 36 1) ASTM A 500, Grade B 37 2) Minimum yield strength: 40,000 psi 38 3) Sizes as indicated 39 4) Hot -dipped galvanized with minimum 1.8 oz/ft2 of coated surface 40 area 41 3. Accessories 42 a. Post caps 43 1) Formed steel or cast malleable iron weather tight closure cap for 44 tubular posts. 45 2) Provide one cap for each post. 46 3) Cap to have provision for barbed wire when necessary. CITY OF FORT WORTH MWFRR2019 STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 32 31 29 - 4 WOOD FENCE AND GATES Page 4 of 5 1 4) "C" shaped line post without top rail or barbed wire supporting arms 2 do not require post caps. 3 5) Where top rail is used, provide tops to permit passage of top rail. 4 4. Setting Materials 5 a. Concrete 6 1) Minimum 28 day compressive strength of 3,000 psi 7 2) Bagged concrete allowed. 8 2.3 ACCESSORIES [NOT USED] 9 2.4 SOURCE QUALITY CONTROL [NOT USED] 10 PART 3 m EXECUTION 11 3.1 INSTALLERS [NOT USE®] 12 3.2 EXAMINATION 13 A. Verification of Conditions 14 1. Verify areas to receive fencing are completed to final grades and elevations. 15 2. Ensure property lines and legal boundaries of work are clearly established. 16 3.3 PREPARATION [NOT USED] 17 3.4 XNSTAILLATT®N 18 A. Wood Fence Framing 19 1. Steel Posts are required for all required screening fences. 20 2. Locate terminal post at each fence termination and change in horizontal or 21 vertical direction of 30 degrees or more. 22 3, Space line posts uniformly at 10 feet on center. 23 4. Set all posts in concrete. 24 a. Drill holes in firm, undisturbed or compacted soil. 25 b. Drill hole diameter 4 times greater than outside dimension of post 26 (minimum 12 inches). 27 c. Set post bottom 24 inches below surface when in firm, undisturbed soil. 28 d. Excavate deeper as required for adequate support in soft and loose 29 soils, and for posts with heavy lateral loads. 30 e. Place concrete around posts in a continuous pour. 31 f. Trowel finish around post. Slope to direct water away from posts. 32 5. Check each post for vertical and top alignment, and maintain in position 33 during placement and finishing operations. 34 B. Slats 35 1. Place slats approximately 1 inch above the ground, and on a straight grade 36 between posts by excavating high points of the ground. 37 2. Fasten slats to top and bottom railings with 2 galvanized screws designed 38 for wood fence construction at both the top and bottom rail. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 1 2 3 4 5 6 7 s 9 10 323129-5 WOOD FENCE AND GATES Page 5 of 5 3.5 REPAXRJRESTORATXOV9 [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10CLEANXHU [NOT USED] 3.11CLOSE®UT ACTXVXTIES [NOT USED] 3.12PR®T ECTION [NOT USED] 3.13MAINTENANCE [NOT USED] 3.14ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.1.A. modified to describe when City would pay for fence replacement on utility projects F CIIY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 I 330514-1 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 1 of 8 I SECTI®14 33 05 14 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE 3 PART 1 a GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic 7 protection test stations and other miscellaneous structures to a new grade 8 B. Deviations from this City of Fort Worth Standard Specification 9 1.2 Price and Payment Procedures 10 A. Measurement and Payment 11 9. Remove existing sewer manhole concrete section and raise or lower rim 12 (Maximum 3 vertical feet) by removing the existing cone section and installing a 13 new cone section to proposed elevation. This is only applicable to concrete 14 manholes. 15 5. Valve Box 16 b. Payment- For Misc. Contracts, valve box adjustment are incidental to the valve 17 installation cost. 18 C. Related Specification Sections include, but are not necessarily limited to: 19 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 20 Contract 21 2. Division 1— General Requirements 22 3. Section 32 01 17 — Permanent Asphalt paving Repair 23 4. Section 32 0129 — Concrete Paving Repair 24 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 25 6. Section 33 05 13 — Frame, Cover and Grade Rings 26 7. Section 33 39 10 — Cast -in -Place Concrete Manholes 27 8. Section 33 39 20 — Precast Concrete Manholes 28 9. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 29 10, Section 33 12 21— AWWA Rubber -Seated Butterfly Valve 30 11. Section 33 04 11 -- Corrosion Control Test Station 31 12. Section 33 04 12 — Magnesium Anode Cathodic Protection System 32 1.2 PRICE A14D PAYMENT PROCEDURES 33 A. Measurement and Payment 34 1. Manhole — Minor Adjustment 35 a. Measurement 36 1) Measurement for this Item shall be per each adjustment using only 37 grade rings or other minor adjustment devices to raise or lower a 38 manhole to a grade as specified on the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 M W ERR2019 City Project No. 102195 3305 14 - 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 8 I b. Payment 2 1) The work performed and the materials furnished in accordance with 3 this Item will be paid for at the unit price bid per each "Manhole 4 Adjustment, Minor" completed. 5 c. The price bid shall include: 6 1) Pavement removal 7 2) Excavation 8 3) Hauling 9 4) Disposal of excess material 10 5) Grade rings or other adjustment device 11 6) Reuse of the existing manhole frame and cover 12 7) Furnishing, placing and compaction of embedment and backfill 13 8) Concrete base material 14 9) Permanent asphalt patch or concrete paving repair, as required 15 10) Clean-up 16 2. Manhole - Major Adjustment 17 a. Measurement 18 1) Measurement for this Item shall be per each adjustment requiring 19 structural modifications to raise or lower a manhole to a grade as 20 specified on the Drawings. 21 b. Payment 22 1) The work performed and the materials furnished in accordance with 23 this Item will be paid for at the unit price bid per each "Manhole 24 Adjustment, Major" completed. 25 c. The price bid shall include: 26 1) Pavement removal 27 2) Excavation 28 3) Hauling 29 4) Disposal of excess material 30 5) Structural modifications, grade rings or other adjustment device 31 6) Reuse of the existing manhole frame and cover 32 7) Furnishing, placing and compaction of embedment and backfill 33 8) Concrete base material 34 9) Permanent asphalt patch or concrete paving repair, as required 35 10) Clean-up 36 3. Manhole - Major Adjustment with Frame and Cover 37 a. Measurement 38 1) Measurement for this Item shall be per each adjustment requiring 39 structural modifications to raise or lower a manhole to a grade 40 specified on the Drawings or structural modifications for a manhole 41 requiring a new frame and cover, often for changes to cover 42 diameter. 43 b. Payment 44 1) The work performed and the materials furnished in accordance with 45 this Item will be paid for at the unit price bid per each "Manhole 46 Adjustment, Major w/ Cover" completed. 47 c. The price bid shall include: CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 330514-3 ADJUSTING MANHOLES, INLETSS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 of 8 1 1) Pavement removal 2 2) Excavation 3 3) Hauling 4 4) Disposal of excess material 5 5) Structural modifications, grade rings or other adjustment device 6 6) Frame and cover 7 7) Furnishing, placing and compaction of embedment and backfill 8 8) Concrete base material 9 9) Permanent asphalt patch or concrete paving repair, as required 10 10) Clean-up 11 4. Inlet 12 a. Measurement 13 1) Measurement for this Item shall be per each adjustment requiring 14 structural modifications to inlet to a grade specified on the 15 Drawings. 16 b. Payment 17 1) The work performed and the materials furnished in accordance with 18 this Item will be paid for at the unit price bid per each "Inlet 19 Adjustment" completed. 20 c. The price bid shall include: 21 1) Pavement removal 22 2) Excavation - 23 3) Hauling 24 4) Disposal of excess material 25 5) Structural modifications 26 6) Furnishing, placing and compaction of embedment and backfill 27 7) Concrete base material, as required 28 8) Surface restoration, permanent asphalt patch or concrete paving 29 repair, as required 30 9) Cleanup 31 5. Valve Box 32 a. Measurement 33 1) Measurement for this Item shall be per each adjustment to a grade 34 specified on the Drawings. 35 b. Payment 36 1) The work performed and the materials furnished in accordance with 37 this Item will be paid for at the unit price bid per each "Valve Box 38 Adjustment" completed. 39 c. The price bid shall include: 40 1) Pavement removal 41 2) Excavation 42 3) Hauling 43 4) Disposal of excess material 44 5) Adjustment device 45 6) Furnishing, placing and compaction of embedment and backfill 46 7) Concrete base material, as required CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 330514-4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 8 1 8) Surface restoration, permanent asphalt patch or concrete paving 2 repair, as required 3 9) Clean-up 4 6. Cathodic Protection Test Station 5 a. Measurement 6 1) Measurement for this Item shall be per each adjustment to a grade 7 specified on the Drawings. 8 b. Payment 9 1) The work performed and the materials furnished in accordance with 10 this Item will be paid for at the unit price bid per each "Cathodic 11 Protection Test Station Adjustment" completed. t2 c. The price bid shall include; 13 1) Pavement removal 14 2) Excavation 15 3) Hauling 16 4) Disposal of excess material 17 5) Adjustment device 18 6) Furnishing, placing and compaction of embedment and backfill 19 7) Concrete base material, as required 20 8) Surface restoration, permanent asphalt patch or concrete paving 21 repair, as required 22 9) Clean-up 23 7. Fire Hydrant 24 a. Measurement 25 1) Measurement for this Item shall be per each adjustment requiring 26 stem extensions to meet a grade specified by the Drawings. 27 b. Payment 28 1) The work performed and the materials furnished in accordance with 29 this Item will be paid for at the unit price bid per each "Fire Hydrant 30 Stem Extension" completed. 31 c. The price bid shall include: 32 1) Pavement removal 33 2) Excavation 34 3) Hauling 35 4) Disposal of excess material 36 5) Adjustment materials 37 6) Furnishing, placing and compaction of embedment and backfill 38 7) Concrete base material, as required 39 8) Surface restoration, permanent asphalt patch or concrete paving 40 repair, as required 41 9) C[ean-up 42 8. Miscellaneous Structure 43 a. Measurement 44 1) Measurement for this Item shall be per each adjustment requiring 45 structural modifications to said structure to a grade specified on the 46 Drawings. 47 b. Payment CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 11 33 05 14 - 5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 8 1 1) The work performed and the materials furnished in accordance with 2 this Item will be paid for at the unit price bid per each 3 "Miscellaneous Structure Adjustment" completed. 4 c. The price bid shall include: 5 1) Pavement removal 6 2) Excavation 7 3) Hauling 8 4) Disposal of excess material 9 5) Structural modifications 10 6) Furnishing, placing and compaction of embedment and backfill 11 7) Concrete base material 12 8) Permanent asphalt patch or concrete paving repair, as required 13 9) Clean-up 14 1.3 REFERENCES IS A. Definitions 16 1. Minor Adjustment 17 a. Refers to a small elevation change performed on an existing manhole 18 where the existing frame and cover are reused. 19 2. Major Adjustment 20 a. Refers to a significant elevation change performed on an existing 21 manhole which requires structural modification or when a 24-inch ring is 22 changed to a 30-inch ring. 23 B. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 25 standard published at the time of the latest revision date logged at the end 26 of this Specification, unless a date is specifically cited. 27 2. Texas Commission on Environmental Quality (TCEQ): 28 a. Title 30, part I, Chapter 217, Subchapter C, Rule 217.55 — Manholes 29 and Related Structures. 3o 1.4 ADMINIS T RATIVE REQUIREMENTS [NOT USED] 31 1.5 SUBMZL1— -ALS [NOT T USED] 32 1.6 ACTION SUBMITTALS11NFORMATION AL SUBMMALS [NOT USED] 33 1,7 CLOSEOUT SUSMXTTALS [NOT USIED1 34 1.8 MAINTENANCE MATERIAL SUBS+ MALS [NOT USED] 35 1,9 QUALITY ASSURANCE (NOT USED] 36 1.10DELIVERY, STORAGE, AND HANDLING (NOT USED) 37 1.11FXEL0 [SITE] COWDTTTONS [NOT USED] 38 1.12WAR1RANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 330514-6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of 8 1 PART 2 - PRODUCTS 2 2.1 OWNER-r URYl ISHED [oez] OWNER -SUPPLIED PRODUCTS (NOT USED] 3 2.2 MATERIALS 4 A. Cast -in -Place Concrete 5 1. See Section 03 30 00. 6 B. Modifications to Existing Concrete Structures 7 1. See Section 03 80 00. 8 C. Grade Rings 9 1. See Section 33 05 13. 10 D. Frame and Cover 11 1. See Section 33 05 13. 12 E. Backfill material 13 1. See Section 33 05 10. 14 F. Water valve box extension 15 1. See Section 33 12 20. 16 G. Corrosion Protection Test Station 17 1. See Section 33 04 11. 18 H. Cast -in -Place Concrete Manholes 19 1. See Section 33 39 10. 20 I. Precast Concrete Manholes 21 1. See Section 33 39 20. 22 2.3 ACCESSORIES [NOT USED] 23 2.4 SOURCE'' QUALITY CONTROL [NOT USED] 24 PART 3 - EXECUTION 25 3.1 XNST'.ALLERS [NOT USED] 26 3.2 EXAMXNATION 27 A. Verification of Conditions 28 1. Examine existing structure to be adjusted, for damage or defects that may 29 affect grade adjustment. 30 a. Report issue to City for consideration before beginning adjustment. 31 3.3 PREPARATION 32 A. Grade Verification CITY OF FORT WORTH MWERP2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 330514-7 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE C Page 7 of 8 1 1. On major adjustments confirm any grade change noted on Drawings is 2 consistent with field measurements. 3 a. If not, coordinate with City to verify final grade before beginning 4 adjustment. 5 3.4 ADJUSTMENT 6 A. Manholes, Inlets, and Miscellaneous Structures 7 1. On any sanitary sewer adjustment replace 24-inch frame and cover 8 assembly with 30-inch frame and cover assembly per TCEQ requirement. 9 2. On manhole major adjustments, inlets and miscellaneous structures protect 10 the bottom using wood forms shaped to fit so that no debris blocks the I I invert or the inlet or outlet piping in during adjustments. 12 a. Do not use any more than a 2-piece bottom. 13 3. Do not extend chimney portion of the manhole beyond 24 inches. 14 4. Use the least number of grade rings necessary to meet required grade. 15 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 16 2-inch rings. 17 B. Valve Boxes 18 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as 19 shown on the Drawings. 20 C. Backfill and Grading 21 1. Backfill area of excavation surrounding each adjustment in accordance to 22 Section 33 05 10. 23 D. Pavement Repair 24 1. If required pavement repair is to be performed in accordance with Section 25 32 01 17 or Section 32 0129. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 3305 14 -8 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 8 of 8 1 3.5 REPAIR / RES`PORA ION [NOT USED] 2 3.6 RE—INSTALLATXOIi�!' [NOT USED] 3 3.7 FIELD [oR] SITE QUALITY COP,:-I—ROL [MOT USED] 4 3.8 SYSTEM STARTUP [PLOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10CLEANXNG [NOT USED] 7 3.11CLOSEOUT ACTIVXTIES [NOT USED] 8 3.12PROTECTION [NOT USED] j 9 f3gqqy n 1((3pp�� /P� AA■Iyfmy�ipyTy�Ey NApP iN4C.eyEyy [NOT ypUSED] to 3.1 A-EI EAC CMG N YS [NOT USED] 11 END Opp SEC`ll XON 12 Revision Log DATE' NAME SUMMARY OF CHANGE 1.2.A -- Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and 12/20/2012 D. Johnson cover; Added items to be included in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4 — Pavement repair requirements were added CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 331113-1 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDERTYPE Page 1 of 17 1 SECTION 33 1113 2 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type (Concrete 7 Pressure Pipe) 24-inch through 72-inch for potable water applications in 8 conformance with AWWA C303 9 B. Deviations from this City of Fort Worth Standard Specification 10 Price and Payment Procedures 11 A. Measurement and Payment 12 2. Concrete Pressure Pipe Fittings 13 a. Measurement 14 1) Change to — Measurement for this item to be per each concrete fitting. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 17 Contract 18 2. Division I — General Requirements 19 3. Section 33 0131 — Closed Circuit Television (CCTV) Inspection 20 4, Section 33 04 10 — Joint Bonding and Electrical Isolation 21 5. Section 33 04 40 -- Cleaning and Acceptance Testing of Water Mains 22 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 23 7. Section 33 1105 — Bolts, Nuts, and Gaskets 24 1.2 PRICE AND PAYMENT PROCIsDURES 25 A. Measurement and Payment 26 1. Concrete Pressure Pipe 27 a. Measurement 28 1) Measured horizontally along the surface from center line to 29 centerline of the fitting or appurtenance 30 b. Payment 31 1) The work performed and materials furnished in accordance with this 32 Item and measured as provided under "Measurement" shall be paid 33 for at the unit price bid per linear foot for "Concrete AWWA C303 34 Pipe" installed for: 35 a) Various sizes 36 b) Various types of backfill 37 c. The price bid shall include: 38 1) Furnishing and installing Concrete Pressure Pipe with joints as 39 specified by the Drawings CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 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 43 44 45 46 47 33 11 13 -2 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 2 of 17 2) Mobilization 3) Coating 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement, and compaction of embedment 10) Trench water stops 11)Joint restraint 12) Bolts and nuts 13) Welding 14) Gaskets, if allowed 15) Furnishing, placement, and compaction of backfill 16) Clean-up 17) Cleaning 18) Disinfection 19) Testing 2, Concrete Pressure Pipe Fittings a. Measurement 1) Measurement for this Item shall be by lump sum. b, Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "C303 Fittings" installed for: a) Various sizes b) Various types of backfill c. The price bid shall include: 1) Furnishing and installing Concrete Pressure Pipe Fittings as specified by the Drawings 2) Mobilization 3) Coating 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement, and compaction of embedment 10) Trench water stops 11)Joint restraint 12) Bolts and nuts 13) Welding 14) Gaskets, if allowed 15) Furnishing, placement, and compaction of backfill 16) Clean-up 17) Cleaning 18) Disinfection CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MVVERR2019 City Project No. 102195 331113-3 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 3 of 17 1 19) Testing 2 1.3 REFERENCES 3 A. Reference Standards 4 1. Reference standards cited in this Specification refer to the current reference 5 standard published at the time of the latest revision date logged at the end 6 of this Specification, unless a date is specifically cited. 7 2. American Society of Mechanical Engineers (ASME): 8 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 9 250). 10 3. American Society of Testing and Materials (ASTM): 11 a. A242, Standard Specification for High -Strength Low -Alloy Structural 12 Steel. 13 b. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 14 PSI Tensile Strength. 15 c. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 16 d. B633, Standard Specification for Electrodeposited Coatings of Zinc on 17 Iron and Steel. 18 e. C33, Standard Specification for Concrete Aggregates. 19 f. C144, Standard Specification for Aggregate for Masonry Mortar. 20 g. C150, Specification for Portland Cement. 21 h. C293, Standard Test Method for Flexural Strength of Concrete (Using 22 Simple Beam with Center -Point Loading). 23 i. C497, Methods of Testing Concrete Pipe. 24 j. C882, Standard Test Method for Bond Strength of Epoxy -Resin Systems 25 Used With Concrete By Slant Shear. 26 k. C1090, Standard Test Method for Measuring Changes in Height of 27 Cylindrical Specimens of Hydraulic -Cement Grout. 28 I. E165, Standard Practice for Liquid Penetrant Examination for General 29 Industry. 30 4. American Welding Society (AWS): 31 a. D1.1, Structural Welding Code - Steel. 32 5. American Water Works Association (AWWA): 33 a. C206, Field Welding of Steel Water Pipe. 34 b. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 35 144 IN. 36 c. C303, Concrete Pressure Pipe, Bar -Wrapped, Steel -Cylinder Type. 37 d. M9, Concrete Pressure Pipe. 38 6. American Water Works Association/American National Standards Institute 39 (AWWA/ANSI): 40 a. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 41 Fittings. 42 7. International Organization for Standardization (ISO). 43 S. National Sanitation Foundation (NSF): 44 a. NSF 61, Drinking Water System Components - Health Effects CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 331113-4 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 4 o1 17 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USEDI 2 1.5 SURM fiALS 3 A. Submittals shall be in accordance with Section 0133 00. 4 B. All submittals shall be approved by the City prior to delivery and/or fabrication 5 for specials. 6 1.6 ACT -OM SU1BM i i-ALS/INFORMATIONAL SUBMITTALS 7 A. Product Data 8 1. Exterior Coating 9 a. Material data 10 b. Application recommendations II c. Field touch-up procedures 12 2. Joint Wrappers 13 a. Material data 14 b. Installation recommendations 15 3. Flexible Joint Couplings 16 a. Manufacturer 17 b. Model 18 4. Mixes 19 a. Mortar for interior joints and patches 20 b. Bonding agents for patches 21 5. Gaskets (if applicable) 22 B. Shop Drawings — Furnish for Concrete Pressure Pipe used in the potable water 23 systems including: 24 1. Wall thickness design calculations sealed by a Licensed Professional 25 Engineer in Texas including: 26 a. Internal pressure 27 1) Working Pressure 28 2) Test Pressure 29 3) Surge pressure 30 b. External pressure 31 1) Deflection 32 2) Buckling 33 c. Special physical loading such as supports or joint design 34 d. Thermal expansion and/or contraction, if applicable for the proposed 35 installation 36 2. Thrust restraint calculations for all fittings and valves including the restraint 37 length sealed by a Licensed Professional Engineer in Texas. 38 3. Fabrication and lay drawings showing a schematic location with profile and 39 a tabulated layout schedule that is sealed by a Licensed Professional 40 Engineer in Texas and includes: 41 a. Pipe class 42 b. Joint types CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 331113-5 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 5 of 17 1 c. Fittings 2 d. Thrust Restraint 3 e. Stationing (in accordance with the Drawings) 4 f. Transitions 5 g. Joint deflection 6 h. Outlet locations for welding, ventilation, and access 7 i. Welding requirements s 4. Pipe within Casing 9 a. Provide drawings detailing how pipe is restrained to prevent floating 10 within the casing. 11 C. Certificates and Test Reports 12 a. Submittals for certificates and testing reports shall be as outlined in 13 Article 1.9 of this Section. 14 1.7 CLOSEOUT SURM -MALL (HOT USED] 15 -.8 MWAXNTIENANCE MATERIAL SUONX r-if'ALS [NOT USED] 16 1.9 QUAL%TV ASSURANCE 17 A. Qualifications is 1. Manufacturers 19 a. Shall be American Concrete Pressure Pipe Association (ACPPA) Quality 20 Program certified, I.S.O. Quality Certification Program certified, or 21 equal, for Concrete Pressure Pipe and accessory manufacturing. 22 b. Pipe manufacturing operations (pipe, lining, and coatings) shall be 23 performed under the control of the manufacturer. 24 c. Pipe shall be the product of 1 manufacturer which has had not less than 25 5 years successful experience manufacturing AWWA C303 pipe of the 26 particular type and size indicated. 27 1) This experience record will be thoroughly investigated by the 28 Engineer, and acceptance will be at the sole discretion of the 29 Engineer and City. 30 2) Pipe manufacturing operations (pipe, fittings, lining, and coating) 31 shall be performed at 1 location, unless otherwise approved by the 32 Engineer. 33 d. Pipe shall be manufactured in accordance with the latest revisions of 34 AWWA C303. 35 B. Certifications 36 1. Prior to shipment of the pipe, the Pipe Manufacturer shall submit the 37 following: 38 a. A Certificate of Adequacy of Design stating that the pipe to be furnished 39 complies with AWWA C303 and these Specifications 40 b. Copies of results of factory hydrostatic tests shall be provided to the 41 Engineer 42 c. Mill certificates, including chemical and physical test results for each 43 heat of steel CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 331113-6 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL. CYLINDER TYPE Page 6 of 17 1 1) The manufacturer shall perform the tests described in AWWA C303, 2 for all pipe, fittings, and specials, except that the absorption test 3 detailed in this Specification shall supersede the requirements of the 4 applicable portion of AWWA C303. 5 d. Certified test reports for welder certification for factory and field welds 6 in accordance with AWWA C303, Section 5 7 e. Certified test reports for cement mortar tests s f. Certified test reports for steel cylinder tests 9 C. Hydrostatic Pressure Testing 10 1. Hydrostatic pressure testing shall meet or exceed the requirements of 11 AWWA C303 Section 4.6 — Fabrication. 12 a. Each pipe cylinder, with rings welded to its ends, shall be hydrostatically 13 tested prior to application of lining or coating, 14 b. The internal test pressure shall be that which results in a fiber stress 15 equal to 75 percent of the minimum yield strength of the steel used. 16 c. Each pipe cylinder tested shall be completely watertight under 17 maximum test pressure. 18 d. Test pressure shall be held for sufficient time to observe the weld 19 seams. 20 e. Pipe manufacturer shall maintain a recording of the pressure gauge 21 report and provide to the Engineer. 22 2. Fittings shall be fabricated from hydrostatically tested pipe or fabricated of 23 welded steel sheets or plates. 24 a. Fittings shall be tested in accordance with AWWA C303. 25 3. Factory Testing 26 a. Cement Mortar Coating - Absorption Test 27 1) A water absorption test shall be performed on samples of cured 28 mortar coating taken from each working shift. 29 a) The mortar coating samples shall have been cured in the same 30 manner as the pipe. 31 b) A test value shall consist of the average of a minimum of 3 32 samples taken from the same working shift. 33 c) The test method shall be in accordance with ASTM C497, 34 Method A. 35 d) The average absorption value for any test shall not exceed 9 36 percent and no individual sample shall have an absorption 37 exceeding 11 percent. 38 e) Tests for each working shift shall be performed on a daily basis 39 until conformance to the absorption requirements has been 40 established by 10 consecutive passing test results, at which time 41 testing may be performed on a weekly basis for each working 42 shift. 43 (1) Daily testing shall be resumed for each working shift with 44 failing absorption test results and shall be maintained until 45 conformance to the absorption requirements is re- 46 established by 10 consecutive passing test results. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 33 11 13 - 7 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 7 of 17 1 D. Cement Mortar Lining 2 1. Shop -applied cement mortar linings shall be tested in accordance with 3 AWWA C303. 4 E. City Testing and Inspection 5 1. The City reserves the option to have an independent testing laboratory, at 6 the City's expense, inspect pipe and fittings at the pipe manufacturer's 7 plant. s a. The City's testing laboratory and Engineer shall have free access to the 9 manufacturer's plant. 10 b. The pipe manufacturer shall notify the City, in writing, at least 2 weeks I I prior to pipe fabrication as to start of fabrication and fabricating 12 schedule. The City will then advise the manufacturer as to City's 13 decision regarding tests to be performed by an independent testing 14 laboratory. 15 c. In the event the City elects to retain an independent testing laboratory 16 to make material tests and weld tests, it is the intent that the tests be 17 limited to 1 spot testing of each category unless the tests do not show 18 compliance with the standard. 19 1) If these tests do not show compliance, the City reserves the right to 20 have the laboratory make additional tests and observations. 21 2. The inspection and testing by the independent testing laboratory anticipates 22 that production of pipe shall be done over a normal period of time and 23 without "slow downs" or other abnormal delays. 24 a. In the event that an abnormal production time is required, and the City 25 is required to pay excessive costs for inspection, then the Contractor 26 shall be required to reimburse the City for such costs over and above 27 those which would have been incurred under a normal schedule of 28 production as determined by the Engineer. 29 F. Manufacturer's Technician for Pipe Installation 30 1. Pipe Manufacturer's Representative 31 a. During the construction period, the pipe manufacturer shall furnish the 32 services of a factory trained, qualified, job experienced technician to 33 advise and instruct, as necessary, in pipe laying and pipe jointing. 34 1) The technician shall assist and advise the Contractor in his pipe 35 laying operations and shall instruct construction personnel in proper 36 joint assembly and joint inspection procedures. 37 2) The technician is not required to be on -site full time; however, the 38 technician shall be regularly on -site during the first 2 weeks of pipe 39 laying and thereafter as requested by the Engineer, City or 40 Contractor. 41 1.10DELI lraftY, STORAGE, AND HANDLING 42 A. Packing 43 1. Prepare pipe for shipment to: 44 a. Afford maximum protection from normal hazards of transportation 45 b. Allow pipe to reach project site in an undamaged condition CITY OF FORT WORTH MWEPR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 331113-8 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 8of17 1 2. Pipe damaged in shipment shall not be delivered to the project site unless 2 such damaged pipe is properly repaired. 3 3. After the completed pipe and fittings have been removed from the final 4 cure at the manufacturing plant: 5 a. Protect pipe lining from drying by means of plastic end covers banded 6 to the pipe ends. 7 b. Maintain covers over the pipe ends at all times until ready to be 8 installed. 9 c. Moisture shall be maintained inside the pipe by periodic addition of 10 water as necessary. 11 4. Pipes shall be carefully supported during shipment and storage. 12 a. Pipe, fittings and specials shall be separated so that they do not bear 13 against each other and the whole load shall be securely fastened to 14 prevent movement in transit. 15 b. Ship pipe on padded bunks with tie -down straps approximately over 16 stulling. 17 c. Store pipe on padded skids, sand or dirt berms, tires or other suitable 18 means to protect the pipe from damage. 19 d. Each end and each length of pipe, fitting or special (42-inches and 20 larger) and the middle of each pipe joint shall be internally supported 21 and braced with stulls to maintain a true circular shape. 22 i. Internal stulls shall consist of timber or steel firmly wedged and 23 secured so that stulls remain in place during storage, shipment 24 and installation. 25 ii. Pipe shall be rotated so that one stull remains vertical during 26 storage, shipment and installation. 27 iii. At a minimum, stulls shall be placed at each end, each quarter 28 point and center. 29 B. Delivery, Handling, and Storage 30 1. Once the first shipment of pipe has been delivered to the site, the 31 Engineer and the Contractor shall inspect the pipe's interior coating for 32 excessive cracking. 33 a. If excessive cracking is found, exceeding the allowance in AWWA 34 C303, modify shipping procedures to reduce or eliminate cracking. 35 2. Deliver, handle and store pipe in accordance with the manufacturer's 36 recommendations to protect coating systems. 37 C. Marking for Identification 38 1. For each joint of pipe and each fitting, plainly mark on 1 end: 39 a. Class for which it is designated 40 b. Date of manufacturer 41 c. Identification number 42 d. Top centerlines shall be marked on all specials. 43 D. Point of Delivery 44 1. The Contractor is responsible for securing and maintaining a location to 45 store the material in accordance with Section 0166 00. 46 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 331113-9 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 9 of 17 I 1.11WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER -FURNISHED [NOT USED] 4 2.2 EQUIPMENT, PRODUCT TYPES, AND HATEUXALS 5 A. Manufacturers 6 1. Only the manufacturers as listed in the City-s Standard Products List will be 7 considered as shown in Section 0160 00. 8 a. The manufacturer must comply with this Specification and related 9 Sections. 10 2. Any product that is not listed on the Standard Products List is considered a 11 substitution and shall be submitted in accordance with Section 0125 00. 12 B. Materials 13 1. General 14 a. Pipe shall be manufactured in accordance with the latest revisions of 15 AWWA C303, AWWA M9, as well as the special requirements of this 16 Specification. 17 b. All pipe shalt meet the requirements of NSF 61. 18 2. Cement 19 a. Cement for use in concrete and mortar shall be Type I or II Portland 20 Cement. 21 3. Aggregates 22 a. Aggregates for concrete lining and coating shall conform to ASTM C33. 23 4. Sand 24 a. Sand used for inside and outside joints shall be of silica base, 25 conforming to ASTM C144. 26 5. Special Coating (Mortar Rings) 27 a. Pipe to be installed in casing shall have 2 built-up mortar rings, each 28 approximately 2 feet long and slightly higher than the pipe bell, to 29 prevent the pipe from being supported by the pipe bell. 30 b. Built-up mortar rings are to be applied at the quarter points of the pipe 31 section. 32 6. Bushings, Couplings and Plugs 33 a. Where outlets or taps are threaded, furnish and install brass reducing 34 bushings in larger steel half couplings for the outlet size indicated. 35 b. Threaded plugs shall be brass. 36 7. Mixes 37 a. Cement Mortar 38 1) Cement mortar used for pouring joints shall consist of: 39 a) 1 part Portland Cement 40 b) 2 parts clean, fine, sharp silica sand 41 c) Mixed with water CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 331113-10 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 10 of 17 1 d) No manufactured sand shall be permitted. 2 e) Exterior joint mortar shall be mixed to the consistency of thick 3 cream. 4 f) Interior joint mortar shall be mixed with as little water as s possible so that the mortar is very stiff, but workable. 6 g) Cement shall be ASTM C150, Type I or Type II. 7 h) Sand shall conform to ASTM C144. 8 2) Cement mortar used for patching shall be mixed as per cement 9 mortar for inside joints. 10 8. Joint Wrappers 11 a. Joint wrappers shall be manufactured by Mar -Mac Manufacturing 12 Company, or approved equal. 13 b. For pipe within casing, Flex Protex joint filler, or approved equal, may 14 be used for pipes that can be welded from the interior. 15 9. Flexible Joint Couplings 16 a. Flexible Joint Couplings shall be Dresser Style 38, Smith -Blair Style 411 17 or approved equal. 18 10. Pipe Ends 19 a. The standard pipe end shall include steel joint ring and a continuous 20 solid rubber ring gasket as per AWWA M9. 21 11. Gaskets 22 1) Flange in accordance with AWWA C207. 23 2) Provide Gaskets in accordance with Section 33 1105. 24 12. Bolts and Nuts 25 a. Flanged Ends 26 1) Flange in accordance with AWWA C207. 27 2) Provide bolts and nuts in accordance with Section 33 1105, 28 13. Isolation Flanges 29 a. Flanges required by the drawings to be Isolation Flanges shall conform 30 to Section 33 04 10. 31 14. Flange Coatings 32 a, Flange Coatings in accordance with Section 33 1105. 33 15. Threaded Outlets 34 a. Where outlets or taps are threaded, Threaded with CC Threads and 35 furnish and install brass bushings for the outlet size indicated. 36 16. Weld Lead Outlets (if applicable) 37 a. Use of threaded outlets for access for weld leads is permitted, 38 b. Additional outlet configurations shall be approved by the Engineer. 39 c. Outlets shall be welded after use. 40 17, Snap Rings 41 a. Snap rings shall be manufactured by Hanson, or approved equal. 42 C. Performance / Design Criteria 43 1. Pipe Design CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION'SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 33 11 13 -11 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 11 of 17 1 a. Pipe shall be designed, manufactured and tested in accordance with the 2 latest revisions of AWWA C303, AWWA M9, as well as the special 3 requirements of this Specification. 4 b. Sizes and pressure classes (working pressure) shall be as specified in 5 the Drawings. 6 c. For the purposes of pipe design, working pressure plus transient 7 pressure shall be as indicated below. 8 d. Pipe design shall be based on trench conditions and design pressure 9 class specified in the Drawings. 10 e. Pipe shall be designed according to the methods indicated in AWWA 11 C303 and AWWA M9 for trench construction, using the following 12 parameters: 13 1) Unit Weight of Fill (w) = 130 pounds per cubic foot 14 2) Live Load = AASHTO H-20 truck for unpaved conditions 15 3) Live Load = Cooper E-80 loading for railroad crossings 16 4) Trench Depth = As indicated on Drawings 17 5) Coefficient Ku' = 0.150 18 6) Trench Width (Bd) as indicated on Drawings 19 7) Bedding Conditions = as indicated on Drawings 20 8) Pressure Class = 150 psi min. working pressure 21 9) Surge Allowance = 100 psi minimum 22 a) where: Total Pressure (including surge) = 150 psi + 100 psi = 23 250 psi. 24 10) Deflection Lag Factor = 1.0 25 11) Soil Reaction Modulus (E) < 1,000 26 f. Trench depths indicated on Drawings shall be verified after existing 27 utilities are located. 28 1) Vertical alignment changes required because of existing utility or 29 other conflicts shall be accommodated by an appropriate change in 30 pipe design depth. 31 2) In no case shall pipe be installed deeper than its design allows. 32 2. Provisions for Thrust 33 a. Thrust at bends, tees or other fittings shall be resisted by restrained 34 joints or snap rings. 35 1) Thrust at bends adjacent to casing shall be restrained by welding 36 joints through the casing and a sufficient distance each side of the 37 casing. 38 2) No thrust restraint contribution shall be allowed for pipe in casing 39 unless the annular space in the casing is filled with grout. 40 3) The distance for thrust restraint shown on the Drawings is the 41 minimum restraint and does not relieve the manufacturer from 42 calculating the restraint needs as specified herein. 43 a) In no case shall the restrained distance be less than indicated on 44 the Drawings. 45 b. Restrained joints shall be used a sufficient distance from each side of 46 the bend, tee, plug or other fitting to resist thrust which develops at the 47 design pressure of the pipe. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPLCIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 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 43 33 11 13 - 12 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER. TYPE Page 12 of 17 1) The distance for thrust restraint shown on the Drawings is the minimum restraint and does not relieve the manufacturer from calculating the restraint needs as specified herein. a) In no case shall the restrained distance be less than indicated on the Drawings, 2) Restrained joints shall consist of welded joints or snap rings. 3) In areas where restrained joints are used for thrust restraint, the pipe shall have adequate cylinder thickness to transmit the thrust forces. c. Thrust restraint design 1) The length of pipe with restrained joints to resist thrust forces shall be verified by the pipe manufacturer in accordance with AWWA M9 and the following: a) The Weight of Earth (We) shall be calculated as the weight of the projected soil prism above the pipe. (1) Soil Density = 130 pounds per cubic foot (maximum value to be used for unsaturated soil). d. Thrust collars will only be permitted for temporary plugs. 1) Thrust collars may not be used for any other application, unless approved in writing by the Engineer. 3. Inside Diameter a. The inside diameter, of the cement mortar lining shall be the nominal diameter specified, unless otherwise indicated on the Drawings. 4. Joint Bonds, Insulated Connections and Flange Gaskets a. Joint Bonds, Insulated Connection and Flange Gaskets shall be in accordance with Section 33 04 10. 5. Bend Fittings a, All bend fittings shall be long radius to permit passage of pipeline pigs. 6. Fittings with Flanges 1) Flanged joints shall be provided at connections to valves and where indicated on the Drawings. 2) Ends to be fitted with slip-on flanges shall have the longitudinal or spiral welds ground flush to accommodate the type of flanges provided, 3) Pipe flanges and welding of flanges to Concrete Pressure Pipe shall conform to the requirements of AWWA C207 and AWWA C206. 4) Pipe flanges shall be of rated pressure equal to or greater than the adjacent pipe class. 5) Flanges shall match the fittings or appurtenances which are to be attached. 6) Flanges shall be Class E with 275 psi working pressure in accordance with AWWA C207 and in accordance with ASME B16.1 Class 125 for areas designated with a 225 psi test pressure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 331113-13 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL. CYLINDER TYPE Page 13 of 17 1 2.3 ACCESSORIES (NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 XNSTAL ERS [NOT USED] 5 3.2 EXAI i MATXON [NOT USED] 6 3.3 PREPARATXON [NOT USED] 7 3.4 XNS i L L.ATI®11l9 s A. General 9 1. Install Concrete Pressure Pipe, fittings, specials and appurtenances as 10 required for the proper functioning of the completed pipe line. 11 2. Install pipe, fittings, specials and appurtenances as specified herein, as 12 specified in AWWA M9, and in accordance with the pipe manufacturer's 13 recommendations. 14 3. Lay pipe to the lines and grades show on the Drawings. 15 4. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 16 5. At the close of each operating day: 17 a. Keep the pipe clean and free of debris, dirt, animals and trash — during 19 and after the laying operation. 19 b. Effectively seal the open end of the pipe using a gasketed night cap. 20 6. If pipe is placed in casing, restrain pipe from floating as required in Article 21 1.6.B.4. 22 P. Pipe Handling 23 1. Haul and distribute pipe fittings at the project site and handle piping with 24 care to avoid damage. 25 2. Before lowering into the trench and inspect each joint of pipe and reject or 26 repair any damaged pipe. 27 3. Pipe shall be handled at all times with a minimum of 1 wide non-abrasive 28 sling, belts or other equipment designed to prevent damage to the coating 29 or lining. 30 4. The equipment shall be kept in such repair that its continued use is not 31 injurious to the coating. 32 5. The spacing of pipe supports required to handle the pipe shall be adequate 33 to prevent cracking or damage to the lining or coating. 34 C. Pipe Jointing 35 1. General 36 a. Thoroughly clean the bell and spigot rings before laying each joint of 37 pipe by brushing and wiping. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 3311 13-14 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 14 of 17 1 b. If any damage to the protective coating on the metal has occurred, 2 repair the damage before laying the pipe. 3 c. Lubricate the gasket and the inside surface of the bell with an approved 4 lubricant (flax soap) which will facilitate the telescoping of the joint. 5 d. Tightly fit together sections of pipe and exercise care to secure true 6 alignment and grade. 7 e. When a joint of pipe is being laid, place the gasket on the spigot ring s and enter the spigot end of the pipe into the bell of the adjoining pipe 9 and force into position. 10 1) The inside joint space between ends of the pipe sections shall have 11 an opening within the tolerances as recommended by the pipe 12 manufacturer. 13 f. No "blocking up" of pipe or joints will be permitted, and if the pipe is 14 not uniformly supported or the joint not made up properly, remove the 15 joint and properly prepare the trench. 16 g. After joining, check the position of the gasket with a feeler gauge. 17 1) If the gasket is out of position, disassemble the joint and repeat the 1s joint laying procedure. 19 h. For interior welded joints, complete backfilling before welding. 20 i. For exterior field -welded joints, provide adequate working room under 21 and beside the pipe. 22 2. Exterior Joints 23 a. Make the exterior joint by placing a joint wrapper around the pipe and 24 secure in place with 2 metal straps. 25 1) The wrapper shall be 9 inches wide for pipe 36-inches and larger, 26 and 7 inches wide for smaller pipe, hemmed on each side. 27 2) The wrapper shall be fiberglass reinforced or burlap cloth, with 28 lengths encircling the pipe, leaving enough opening between ends to 29 allow the mortar to be poured inside the wrapper into the joint. 30 3) Fill the joint with mortar from 1 side in 1 continuous operation until 31 it has flowed entirely around the pipe. 32 4) During the filling of the joint, pat or manipulate the sides of the 33 wrapper to settle the mortar and expel any entrapped air. 34 5) Leave wrappers in place undisturbed until the mortar has setup. 35 3. Interior Joints 36 a. Upon completion of backfilling of the pipe trench, fill the inside joint 37 recess with a stiff cement mortar/high-strength grout. 38 b. Prior to placing of mortar/grout, clean out dirt or trash which has 39 collected in the joint and moisten the concrete surfaces of the joint 40 space by spraying or brushing with a wet brush. 41 c. Ram or pack the stiff mortar/grout into the joint space and take 42 extreme care to insure that no voids remain in the joint space. 43 d. After the joint has been filled, level the surfaces of the joint 44 mortar/grout with the interior surfaces of the pipe with a steel trowel so 45 that the surface is smooth. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 3311 13-15 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 15 of 17 1 e. Interior joints of pipe smaller than 21-inches shall have the bottom of 2 the bell buttered with grout, prior to inserting the spigot, such that 3 when the spigot is pushed into position it will extrude surplus grout 4 from the joint. 5 1) The surplus grout shall be struck off flush with the inside of the pipe 6 by pulling a Filled burlap bag or an inflated ball through the pipe with 7 a rope. 8 4. Welded .joints 9 a. Weld joints in accordance with the AWWA M9. 10 1) Contractor shall provide adequate ventilation for welders and for the I I City to observe welds. 12 2) Unless otherwise specified on the Drawings, welds shall be full circle 13 Fillet welds. 14 b. Adequate provisions for reducing temperature stresses shall be the 15 responsibility of the Contractor. 16 c. Before welding: 17 1) Thoroughly clean pipe ends. 18 2) Weld pipe by machine or by the manual shielded electric arc I9 process. 20 d. Welding shall be performed so as not to damage lining or coating. 21 e. Furnish labor, equipment, tools and supplies, including shielded type 22 welding rod. 23 1) Protect welding rod from any deterioration prior to its use. 24 2) If any portion of a box or carton is damaged, reject the entire box or 25 carton, 26 f. In all hand welding: 27 1) The metal shall be deposited in successive layers. 28 2) Not more than 1/8 inch of metal shall be deposited in each pass. 29 3) Each pass except the final 1, whether in butt or fillet welds, shall be 30 thoroughly bobbed or peened to relieve shrinkage stresses and to 31 remove dirt, slag or flux before the succeeding bead is applied. 32 4) Each pass shall be thoroughly fused into the plates at each side of 33 the welding groove or fillet and shall not be permitted to pile up in 34 the center of the weld. 35 5) Undercutting along the side shall not be permitted. 36 g. Welds shall be free from pin holes, non-metallic inclusions, air pockets, 37 undercutting and/or any other defects. 38 h. If the ends of the pipe are laminated, split or damaged to the extent 39 that satisfactory welding contact cannot be obtained, remove the pipe 40 from the line. 41 i. Furnish each welder employed with a steel stencil for marking the welds 42 so that the work of each welder may be identified. 43 1) Have each welder stencil the pipe adjacent to the weld with the 44 stencil assigned to him. 45 a) In the event any welder leaves the job, his stencil shall be 46 voided and not duplicated if another welder is employed. 47 j. Welders CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 331113 -16 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 16of17 1 1) Each welder employed by the Contractor shall be required to 2 satisfactorily pass a welding test in accordance with AWWA C206 3 before being allowed to weld on the line. 4 2) After each welder has qualified in the preliminary tests referred to 5 above, inspections shall be made of joints in the line. 6 a) The inspection will be done by a Certified Welding Inspector 7 retained by the City. 8 3) Any welder making defective welds shall not be allowed to continue 9 to weld. 10 k. Weld Testing 11 1) Dye penetrant tests in accordance with ASTM E165, or magnetic 12 particle test in accordance with AWWA C206 and set forth in AWS 13 D.1.1. shall be performed by the Contractor under the supervision 14 and inspection of the City's Representative or an independent 15 testing laboratory, on all full welded joints. 16 a) Welds that are defective will be replaced or repaired, whichever 17 is deemed necessary by the Engineer, at the Contractor's 18 expense. 19 b) If the Contractor disagrees with the Engineer's interpretation of 20 welding tests, test sections may be cut from the joint for 21 physical testing. The Contractor shall bear the expense of 22 repairing the joint, regardless of the results of physical testing. 23 (1) The procedure for repairing the joint shall be approved by 24 the Engineer before proceeding. 25 5. Protection of Exposed Metal 26 a. Protect exposed ferrous metal by a. minimum of 1 inch coating of 27 cement mortar as previously specified for inside joints, unless otherwise 28 specified in the Drawings. 29 b. Exposed large flat surfaces such as flanges, bolts, caulked joints, 30 threaded outlets, closures, etc., shall have coating reinforced with 31 galvanized wire mesh. 32 c. Thoroughly clean and wet the surface receiving a cement mortar 33 coating with water just prior to placing the cement mortar coating. 34 d. After placing, take care to prevent cement mortar from drying out too 35 rapidly by covering with damp earth or burlap. 36 e. Cement mortar coating shall not be applied during freezing weather. 37 6. Patching 38 a. Excessive field -patching of lining or coating shall not be permitted. 39 b. Patching of lining or coating will be allowed where area to be repaired 40 does not exceed 100 square inches and has no dimensions greater than 41 12 inches. 42 c. In general, there shall not be more than 1 patch on either the lining or 43 the coating of any 1 joint of pipe. 44 d. Wherever necessary to patch the pipe, make patch with cement mortar 45 as previously specified for interior joints. 46 e. Do not install patched pipe until the patch has been properly and 47 adequately cured and approved for laying by the City. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 i 1 2 3 4 s 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 331113-17 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 17 of 17 f. Promptly remove rejected pipe from the site. 3.5 lRIEPAXR / RESTORATION [NOT USED] 3.6 RE-XNSTALLATION. [HOT USED] 3.7 FXVLD QUAD" i °T CONTROL A. Field [OR] Site Tests and .Inspections 1. Cleaning and Testing a. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 1) Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water main as specified in Section 33 04 40. 3X SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [IMOT USED] 3.10CLEANING [N.OT USED] 3.11 CLOS90UT ACTIVXTIES [NOT USED] 3.12PROTECTION [NOT USED] 3.13MAINTENANCE [NOT USED] 3.14ATTACHMENCTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.10.A.4.d, — Size revision for Stull requirement 2.2.6.10, 11, 12 and 13 — Added reference to Sections 33 11 05 and 33 04 10; removed material specifications for bolts, nuts and gaskets CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 MWERR2019 City Project No. 102195 331210-1 WATER SERVICES 1-INCH TO 2-INCH Page 1 of 19 I SECTION 33 12 10 2 WATER SERVICES 1-INCH TO 2-INCH 3 PAR 1 I - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Lead-free 1-inch to 2-inch water service lines from the water main to the 7 right-of-way, fittings and water meter boxes complete in place, as shown s on the Drawings, directed by the Engineer, and specified herein for: 9 a. New Water Service 10 b. New Water Service (Bored) 11 c. Water Meter Service Relocate 12 d. Private Water Service 13 B. Deviations from this City of Fort Worth Standard Specification 14 The relocation, replacement, or reconnection of water services will be required as 15 shown on the plans, and/or as described in these Special Contract Documents in 16 addition to those located in the field and identified by the Engineer. 17 18 1.2 Price and Payment Procedures 19 A. Measurement and Payment 20 1. New Water Service 21 b. Payment for all work and materials such as tap saddle, corporation stops, and 22 fittings shall be included in the price bid for Service Taps to Mains. 23 Payment for all work and materials such as furnishing and setting new meter box 24 shall be included in the price bid for furnish and set meter box. 25 Payment for all work and materials such as backfili, fittings, type K copper tubing, 26 and curb stop with lock wings shall be included in the Linear Foot price bid for 27 Service Line from Main to Meter five (5) feet behind the meter. 28 MULTIPLE SERVICE BRANCHES. When multiple service branches are 29 required the contractor shall furnish approved factory manufactured branches. 30 Payment for multiple service branches will include furnishing and installing the 31 multiple service branch only and all other cost will be included in other 32 appropriate bid item(s). 33 34 3. Water Meter Service Reconnect 35 b. Payment 36 1. No additional compensation will be given in Miscellaneous Contracts for water 37 service reconnections. 38 C. Products Installed but not Furnished Under this Section 39 1. Water meters for various sizes 40 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised June 19, 2013 331210--2 WATER SERVICES 1-INCH TO 2-INCH Page 2 of 19 1 D. Related Specification Sections include, but are not necessarily limited to: 2 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 3 Contract 4 1 Division 1 — General Requirements 5 3. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 6 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 7 5. Section 33 12 25 -- Connection to Existing Water Mains 8 1.2 PRICE AND P"MENT PROCEDURES 9 10 II 12 13 ]4 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 43 A. Measurement and Payment 1. New Water Service a. Measurement 1) Measurement for this Item shall be per each new "Water Service" complete in place from the tap of the main to the installation of the meter box and associated appurtenances where the service line is installed by open cut construction. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each "Water Service" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing New Service Line as specified by the Drawings 2) Submitting product data 3) Tapping saddle 4) Corporation stop 5) Curb stop 6) Fittings 7) Service line installed by open cut 8) Connection to meter 9) Meter Box and Lid 10) Pavement removal 11) Excavation 12) Hauling 13) Disposal of excess material 14) Surface Restoration associated with Meter Box installation and Connection, excluding grass (seeding, sodding or hydro -mulch paid separately) 15) Clean-up 16) Disinfection 17) Testing 2. New Bored Water Service a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 3une 19, 2013 MWERR2019 City Project No. 102195 331210-3 WATER SERVICES 1-INCH TO 2-INCH Page 3 of 19 1 1) Measurement for this Item shall be per each new Water Service 2 complete in place from the tap of the main to the installation of the 3 meter box and associated appurtenances where the service line is 4 installed by trenchless method. 5 b. Payment 6 1) The work performed and materials furnished in accordance with this 7 Item and measured as provided under "Measurement" will be paid 8 for at the unit price bid per each "Bored Water Service" installed for: 9 a) Various sizes 10 c. The price bid shall include: 11 1) Submitting product data 12 2) Tapping saddle I3 3) Corporation stop 14 4) Curb stop 15 5) Fittings 16 6) Service line installed by trenchless method 17 7) Connection to meter 18 8) Meter Box and Lid 19 9) Pavement removal 20 10) Excavation 21 11) Hauling 22 12) Disposal of excess material 23 13) Surface restoration associated with Meter Box installation and 24 connection, excluding grass (seeding, sodding or hydro -mulch paid 25 separately) 26 14) Clean-up 27 15) Disinfection 28 16) Testing 29 3. Water Meter Service Reconnect 30 a. Measurement 31 1) Measurement for this Item shall be per each Water Meter Service 32 Reconnect complete in place from public service line connection to 33 private service line connection. 34 b. Payment 35 1) The work performed in conjunction with relocation of the meter, 36 associated private service line, fittings and meter box 5 feet or less 37 in any direction from centerline of existing meter location and the 38 materials furnished in accordance with this Item will be paid for at 39 the unit price bid per each "Water Meter Service, Reconnection" 40 installed for: 41 a) Various size of services 42 c. The price bid shall include: 43 1) Private service line 44 2) Fittings 45 3) Private connection to water meter 46 4) Connection to existing private service line 47 5) Cut and crimp of existing service CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project NG. 102195 Revised June 19, 2013 I 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 43 44 33 12 10-4 WATER SERVICES 1-INCH TO 2-INCH Page 4 of 19 6) Removal and Disposal or Salvage of existing 2-inch or smaller water meter, as directed by City 7) Pavement removal 8) Excavation 9) Hauling 10) Disposal of excess material 11) Surface restoration for area disturbed for installation of meter box, excluding grass (seeding, sodding or hydro -mulch paid separately) 12) Clean-up 13) Cleaning 14) Disinfection 15) Testing 4. Private Water Service Relocation a, Measurement 1) Measurement for this Item shall be per linear foot of Private Service relocation complete in place from the meter box to a connection to the existing service line on private property. b. Payment 1) The work performed in conjunction with Private Service Line installation where the meter and meter boxes are moved more than 5 feet in any direction from centerline of existing meter location and materials furnished in accordance with the Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Private Water Service" performed for: a) Various service sizes c. The price bid shall include: 1) Obtaining appropriate permit 2) Obtaining Right of Entry 3) Submitting product data 4) Private service line 5) Fittings 6) Backflow preventer, check valve, and isolation valve relocation, if applicable 7) Connection to existing private service line 8) Pavement removal and replacement 9) Excavation 10) Hauling 11) Disposal of excess material 12) Surface restoration, excluding grass (seeding, sodding or hydro - mulch paid separately) 13) Clean-up 14) Cleaning 15) Disinfection 16) Testing 45 1.3 REFERENCE 46 A. Definitions CITY OF FORT WORTH MWFRR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised June 19, 2013 331210-5 WATER SERVICES ]-INCH TO 2-INCH Page 5 of 19 1 1. New Service 2 a. Installation of new 1-inch to 2-inch Water Service Line by open cut 3 construction from the water main to the right-of-way, including 4 corporation stop, curb stop, fittings and water meter boxes complete in 5 place, as shown on the Drawings. 6 2. New Service (Bored) 7 a. Installation of new 1-inch to 2-inch Water Service Line by trenchless 8 construction method from the water main to the right-of-way, including 9 corporation stop, curb stop, fittings and water meter boxes complete in 10 place, as shown on the Drawings. 11 3. Meter Service Reconnection 12 a. Relocation and reconnection of the private service line from an existing 13 meter to be abandoned and a new meter installed that lies within 5 feet 14 of the existing meter. 15 4. Private Service Relocation 16 a. Relocation and reconnection of private service line behind the water 17 meter where the existing meter to be abandoned and the new meter 18 installed is greater than 5 feet of the existing meter. A licensed plumber 19 is required to relocate the private service. 20 5. Lead-free 21 a. Lead-free pipes and plumbing fittings and fixtures shall contain less than 22 0.25 percent lead in accordance with the reduction of Lead in Drinking 23 Water Act (P.L. 111-380). 24 B. Reference Standards 25 1. Reference standards cited in this Specification refer to the current reference 26 standard published at the time of the latest revision date logged at the end 27 of this Specification, unless a date is specifically cited. 28 2. ASTM International (ASTM): 29 a. A48, Standard Specification for Gray Iron Castings. 30 b. A536, Standard Specification for Ductile Iron Castings. 31 c. B88, Standard Specification for Seamless Copper Water Tube. 32 d. B98, Standard Specification for Copper -Silicon Alloy Rod, Bar and 33 Shapes. 34 e. C131, Standard Specification for Resistance to Degradation of Small -Size 35 Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. 36 f. C150, Standard Specification for Portland Cement. 37 g. C330, Standard Specification for Lightweight Aggregates for Structural 38 Concrete. 39 h. D883, Standard Terminology Relating to Plastics. 40 3. American Water Works Association (AWWA): 41 a. C700, Cold -Water Meters - Displacement Type, Bronze Main Case. 42 b. C800, Underground Service Line Valves and Fittings. 43 4. NSF International (NSF): 44 a. 61, Drinking Water System Components - Health Effects. 45 5. Reduction of Lead in Drinking Water Act CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised June 19, 2013 33 12 10-6 WATER SERVICES 1-1NCH TO 2-INCH Page 6 of 19 1 a. Public Law 111-380 (P.L. 111-380) 2 1.4 ADMINISTRATIVE REQUIREMENTS 3 A. Scheduling 4 1. Provide advance notice for service interruptions and meet requirements of 5 Division 0 and Division 1. 6 1.5 SUBMITTALS 7 A. Submittals shall be in accordance with Section 0133 00. 8 B. All submittals shall be approved by the City prior to delivery. 9 1.6 ACTION SUBMff 1AA.S/INF0:RMATI®NA6 SURM ITALS 10 A. Product Data, if applicable: 11 1. Tapping Saddle 12 2. Corporation stop 13 3. Curb Stop 14 4. Service Line 15 5. Meter Box 16 6. Meter Box Lid 17 B. Certificates and Test Reports 18 1. Prior to shipment of any Water Service components, the manufacturer shall 19 submit the following: 20 a. A Certificate of Adequacy of Design stating that the components to be 21 furnished comply with all regulatory requirements identified in this 22 Section including: 23 1) The Reduction of Lead in Drinking Water Act (P.L. 111-380) 24 2) AWWA C800 25 3) NSF 61 26 1.7 CLOSEOUT SUBMITTALS [NOT USED) 27 1.8 MAINTENANCE MATERIAL SUBMMALS [NOT USED] 28 1.9 QUAL11 x ASSURANCE 29 A. Qualifications 30 1. Manufacturers 31 a. Water Services shall meet or exceed the latest revisions of AWWA C800, 32 NSF 61, the Reduction of Lead in Drinking Water Act and shall meet or 33 exceed the requirements of this Specification. 34 1.10DEL FIERY, STORAGE, AND HANDLING 35 A. Storage and bundling Requirements CITY OF FORT WORTH MWERRM19 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised June 19, 2013 331210_7 WATER SERVICES 1-INCH TO 2-INCH Page 7of19 1 1. Protect all parts such that no damage or deterioration will occur during a 2 prolonged delay from the time of shipment until installation is completed 3 and the units and equipment are ready for operation. 4 Z. Protect all equipment and parts against any damage during a prolonged 5 period at the site. 6 3. Prevent plastic and similar brittle items from being directly exposed to 7 sunlight or extremes in temperature. 8 4. Secure and maintain a location to store the material in accordance with 9 Section 0166 00. io 1.11FIELD [SITE] CONDMONS [HOT USED] 11 1.12WARRANTY [NOT USED] 12 PART 2 e PRODUCTS 13 2.11 ®► NLRL-FURNISH ED PRODUCTS I4 A. Water meters for various sizes 15 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 16 A. Manufacturers 17 1. Only the manufacturers as listed on the City's Standard Products List will be 18 considered as shown in Section 0160 00. 19 a. The manufacturer must comply with this Specification and related 20 Sections. 21 2. Any product that is not listed on the Standard Products List is considered a 22 substitution and shall be submitted in accordance with Section 0125 00. 23 3. The Water Services and appurtenances shall be new and the product of a 24 manufacturer regularly engaged in the manufacturing of Water Services and 25 appurtenances having similar service and size. 26 B. Description 27 1. Regulatory Requirements 28 a. All materials shall conform to the Reduction of Lead in Drinking 29 Water Act (P.L. 111-380). This Act defines 'Lead-free"' for 30 pipes and other appurtenances to be less than 0.25 percent 31 lead. 32 b, Water Services shall meet or exceed the latest revisions of AWWA C800 33 and shall meet or exceed the requirements of this Specification. 34 c. All Water Services components in contact with potable water shall 35 conform to the requirements of NSF 61. 36 C. Materials/Design Criteria 37 1. Service Lines 39 a. Provide Type K Copper Tubing per ASTM B88. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised June 19, 2013 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 43 44 45 46 47 33 12 10-8 WATER SERVICES 1-INCH TO 2-INCH Page 8 of 19 b. Furnish in the annealed conditions, unless otherwise specified in the Contract Documents. 2. Service Couplings a. Fitting Ends 1) Flared Copper Tubing with thread dimensions per AWWA C800 2) Provide coupling nuts with a machined bearing skirt of a length equal to the tubing outer diameter (O.D.). b. Provide with hexagonal wrench grip compatible with the coupling size. c. Provide lead-free service couplings in accordance with the Reduction of Lead in Drinking Water Act. 3. Corporation stops a. Provide brass castings per AWWA C800 for: 1) Bodies 2) Plugs 3) D washers 4) Bottom nuts b. Machining and Finishing of Surfaces 1) Provide 1 3/4 inch per foot or 0.1458 inch per inch f 0.007 inch per inch taper of the seating surfaces for the key and body. 2) Reduce large end of the tapered surface of the key in diameter by chamfer or turning for a distance that will bring the largest end of the seating surface of the key into the largest diameter of the seating surface of the body. 3) Relieve taper seat in the body on the small end. 4) Extend small end of the key there -through to prevent the wearing of a shoulder and facilitate proper seating of key. 5) Design key, key nut and washer such that if the key nut is tightened to failure point, the stem end of the key shall not fracture. 6) Design nut and stem to withstand a turning force on the nut of at least 3 times the necessary effort to properly seat the key without failure in any manner. 7) Port through corporation stop shall be full size to eliminate turbulence in the flow way. 8) Design stop for rotation about the axis of the flow passageway inside the following minimum circles in Order to properly clear the tapping machine: a) Two 7/8-inch for 1-inch corporation stops b) Four 15/16-inch for 1 1/2 -inch and 2-inch corporation stops c. Provide lead-free corporation stops in accordance with the Reduction of Lead in Drinking Water Act. 4. Curb Stops a. Provide brass castings per AWWA C800. b. Valve plugs shall be: 1) Cylinder type 2) Plug type, or 3) Ball type c. Incorporate full flow porting. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 MWERR2019 City Project No. 102195 331210-9 WATER SERVICES 1-INCH TO 2-INCH Page 9 of 19 1 d. Provide for full 360 degree plug rotation clockwise or counter -clockwise. 2 e. Overall Length 3 1) 3-5/16 inch ± 1/8 inch for 1-inch diameter 4 2) 4-1/32 inch ± 9.32 for 1-inch diameter 5 f. Cylindrical Plug Type 6 1) Provide O-ring seal at top and bottom. 7 a) O-ring at top only is acceptable if bottom of curb stop body is 8 closed. 9 2) Seals shall be Buna N. 10 3) 1 O-ring seal shall surround the outlet port of the curb stop and act 11 to effectively seal in the closed position. 12 4) The port in the plug shall provide a straight through, full size flow 13 way, so shaped as to eliminate turbulence. 14 5) All waterways shall be smooth and free of burrs or rough areas. 15 6) Design the curb stop to provide ease and accuracy of operation and 16 positive shut-off of water. 17 g. Tapered Plug Type 18 1) Provide 0-ring seal at top and bottom. 19 2) The tapered plug and cylindrical recess in the valve body shall be 20 machined to match within approved manufacturing tolerances. 21 3) inlet and outlet ports shall be sealed by O--rings or combination 22 Teflon U-shaped seal rings backed with 0-rings. 23 4) The port in the plug shall provide a straight through, full size flow 24 way, so shaped as to eliminate turbulence. 25 5) All waterways shall be smooth and free of burrs or rough areas. 26 6) Design the curb stop to provide ease and accuracy of operation and 27 positive shut-off of water. 28 h. Ball Plug Type 29 1.) Provide double O-ring seals on the stem. 30 2) The ball shall seal against rubber rings mounted in the valve body at 31 the inlet and outlet ports. 32 3) The ball shall be bronze with a smooth Teflon coating. 33 4) The port in the plug shall provide a straight through, full size flow 34 way, so shaped as to eliminate turbulence. 35 5) All waterways shall be smooth and free of burrs or rough areas. 36 i. Provide lead-free curb stops in accordance with the Reduction of Lead in 37 Drinking Water Act. 38 5. Straight Adapters 39 a. Brass castings and threads per AWWA C800 40 b. Provide lead-free straight adapters in accordance with the Reduction of 41 Lead in Drinking Water Act. 42 6. Three Part Copper Unions 43 a. Brass castings and threads per AWWA C800 44 b. Provide lead-free Three Part Copper Unions in accordance with the 45 Reduction of Lead in Drinking Water Act. 46 7. Straight Meter Couplings 47 a. Brass castings per AWWA C800 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS City Project No. 102195 Revised June 19, 2013 331210-10 WATER SERVICES 1-INCH TO 2-INCH Page 10 of 19 1 b. Threads per AWWA C700 2 c. Tailpiece with outside iron pipe thread 3 d. Chamfer corners on threaded end of meter nut, 4 e. Machine inside and outside of tailpiece. 5 f. Provide lead-free Straight Meter Couplings in accordance with the 6 Reduction of Lead in Drinking Water Act. 7 8. Branch Connections 8 a. Brass castings per AWWA C800 9 b. Inlet and outlet connections per AWWA C800 10 c. Provide lead-free branch connections in accordance with the Reduction 11 of Lead in Drinking Water Act. 12 9. Service Saddles 13 a. Castings 14 1) Brass or Nylon coated ductile iron castings per AWWA C800 15 2) Free of porosity with sharp edges removed 16 3) Fit contour of pipe as follows: 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3I 32 33 34 35 36 Nominal pipe Size inches Minimum Outside Diameter of pipe inches Maximum Outside Diameter of Pipe inches 1.50 1.900 2.000 2.00 2.375 2.500 2.25 2.875 3.000 4.00 4.900 5,000 6.00 6.900 7.100 8.00 9.050 9,300 10.00 11.100 11,400 4) Saddle a) Form to fit firmly against side of maximum diameter of water main with approximately 180 degrees wrap around. 5) Outlet a) Design outlet boss for no thread distortion by bending moments. b) Tapped for taper threaded corporation stop conforming to AWWA C800. b. Straps 1) Conform to ASTM B98. 2) Form flat to fit uniformly against the wall of the water main, 3) Rod diameter not less than 5/8 inch flattened to 1 inch on one side. 4) Straps shall be threaded 5/8 inch (11-NC-2A) for a distance such that'/2 inch remains after clamp is fully tightened on the pipe. 5) Chamfer strap ends to protect the starting threads. 6) The threads shall be full and free from shear. 7) 4-inch and larger pipe shall be in accordance with Section 33 12 25. 8) Single straps are allowed for Saddles for pipe 2-inches in diameter and smaller, CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised June 19, 2013 331210-11 WATER SERVICES I. -INCH TO 2-INCH Page 11 of 19 1 c. Nuts 2 1) Bronze material 3 a) Same material as straps 4 2) Dimensions equal to or larger than heavy hexagon nuts 5 3) Tapped 5/8 inch (11-NC-2B) 6 d. Gaskets 7 1) Neoprene rubber material 8 2) Cemented to saddle and positioned to facilitate installation 9 10. Brass Flanged Angle Valve 10 a. For 1 1/2--inch and 2-inch services 11 b. Brass castings per AWWA C800 12 c. Valve Body with integral outlet flange and inlet wrenching flat 13 d. Fit together key and body by turning key and reaming body 14 1) Key with 0-ring seal seat at the upper end 15 2) Lap key and body seat are to conform to corporation stop 16 requirements of this Specification. 17 3) The outlet flange shall contain an 0-ring seat or a uniform flat drop- 18 in flange gasket surface. 19 4) Drop -in flange gasket surface shall contain gasket retaining grooves 20 milled circular about the axis of the flange. 21 5) The size of the outlet flange and the diameter and spacing of the 22 bolt holes shall conform to AWWA C700. 23 6) The flange on 2-inch angle valves shall be double drilled to permit 24 connection to 1 1/2- -inch meters. 25 7) The inlet port of the valve shall be tapered to conform to AWWA 26 C800 taper pipe thread. 27 8) The key cap shall include a wrenching tee marked with a raised or 28 recessed arrow to show whether the valve is open or closed. 29 9) Valve Assembly (main body, key, key cap) 30 a) Brass material per AWWA C800 31 b) 0-ring seal on the top of the key between the key and body seat 32 c) Key cap shall complete the assembly by attaching to the key by 33 means of a strong bronze pin with phosphor bronze spring 34 washer(s) depressed between the key cap and the top of the 35 valve main body. 36 d) Provide with padlock wings for locking the valve in the closed 37 position. 38 e) There shall be a uniform application of cold water valve grease 39 between the body and the key. 40 f) The valve shall be capable of being easily opened and stopping 41 lugs. 42 g) The waterway through the valve shall be smooth and rounded 43 for minimum pressure loss, and shall be free of burrs or fins. 44 h) The valve shall be strong, well designed, neat in appearance, 45 . water -tight and entirely adequate for the intended purpose. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised June 19, 2013 l 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 i8 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 3312 10-12 WATER SERVICES 1-INCH TO 2-INCH Page 12 of 19 i) Provide with either a high quality rubber drop -in gasket or an 0- ring seal depending on the manufacturer's flange seal surface design choice. e. Provide lead-free brass flanged angle valves in accordance with the Reduction of Lead in Drinking Water Act. 11. Meter Boxes shall: a. Be constructed of: 1) Linear Medium Density Polyethylene (LMDPE) as defined in ASTM D883. a) Minimum wall thickness of 3/8-inch throughout with no blowing agents or foaming plastics b) Polymer body shall be black throughout and shall have a molded recycled emblem with a minimum of 35 percent Post Industrial/ Pre Consumer Recycled Content- verified with a Leed Product Documentation. c) Smooth edges and corners and be free from sharp edges so the unit can be handled safely without gloves. d) Exterior free from seams or parting lines e) Not to be installed in roadway — designed to withstand loading in non -deliberate and incidental traffic only. 2) Concrete a) Frame of No. 6 gauge wire welded closed b) Type 1 or Type 11 Portland cement, in accordance with ASTM C150, portioned with lightweight aggregate, in accordance with ASTM C330 (1) Percentage of wear not to exceed 40 per ASTM C131 (2) Minimum 28 day compressive strength of 3,000 psi b. Be able to withstand a minimum 15,000 pounds vertical load c. Withstand a minimum 400 pounds sidewall load. d. 1-inch Standard Meter Box 1) For use with services utilizing 5/8-inch x 3/4-inch, 3/4-inch or 1-inch meter Single or Dual service meter: DFW38C1PS- 14-BODY or approved equal. 2) Polymer a) Size: 21-1/2-inch x 20-1/2-inch Box, 14 inches high b) Minimum inside working room: 19-1/2-inch x 16-1/2-inch c) Pipe slots (1) One pipe slot molded on the inlet end of the body that measures 2-1/4-inch x 3-1/4-inch and one pipe slot on the outlet end of the body that measures for 7-1/2-inch center "U"' Branch. d) Polymer body shall have a 1-inch bottom flange to resist settling of box after installation. 3) Concrete a) Size: 11-inch x 18-inch Box, 12 inches high e. 2-inch Standard Meter Box CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 MWERR2019 City Project No. 102195 33 12 10 13 WATER SERVICES 1-INCH TO 2-INCH Page 13 of 19 1 1) For use with services utilizing 1-1/2-inch or 2-inch Single service 2 meter: DFW1730C-12-BODY or approved equal. 3 2) Polymer 4 a) Size: 34-1/8-inch x 21-1/4-inch Box, 12 inches high 5 b) Minimum inside working room: 31-3/4-inch x 16-5/16-inch 6 c) Pipe Slots 7 (1) One pipe slot molded on each end of body that measures 3- 8 inch x 4-inch with optional molded 4-inch x 9-inch cut out. 9 d) Polymer body shall have a molded'/2-inch bow centered on 10 sidewall to resist backfilling per Drawings. 11 e) Polymer body shall have a 2-1/2-inch bottom flange to resist 12 settling of box after installation. 13 3) Concrete 14 a) Size: 15-1/4-inch x 26-7/8-inch Box, 12 inches high 15 f. Bullhead Standard Meter Box 16 1) For use with services utilizing two 5/8-inch x 3/4-inch or 3/4-inch or 1- 17 inch Single service meter: DFW37C-12-BODY or approved equal 18 2) Polymer 19 a) Size: 21-inch x 14-3/4-inch, 12 inches high 20 b) Minimum inside working room: 19-1/8-inch x 10-7/16-inch 21 c) Pipe Slots 22 (1) One pipe slot molded on each end of body that measures 2- 23 1/4-inch x 3-1/4-inch. 24 d) Polymer body shall have a 1-inch bottom flange to resist settling 25 of box after installation. 26 3) Concrete 27 a) Size: 15-5/8-inch x 15-5/8-inch Box, 12 inches high 28 12. Meter Box Lid 29 a. Cast Iron or Ductile Iron 30 1) Per ASTM A48, Class 30B or ductile iron per ASTM A536 31 2) Shall withstand a minimum vertical load of 15,000 pounds 32 3) Coat castings with a bituminous emulsified asphalt unless otherwise 33 specified in the Contract Documents, ground smooth, and cleaned 34 with shot blasting, to get a uniform quality free from strength 35 defects and distortions. 36 4) Dimensions shall be within industry standards of ±1/16 inch per 37 foot. 38 5) All castings will bear the Manufacturer's IS (name or logo) and 39 Country of Origin. 40 6) Casting weights may vary ±5 percent from drawing weight per 41 industry standards. 42 b. Plastic 43 1) The lid shall be: 44 a) Constructed of Engineered Plastic as defined in ASTM D883 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised June 19, 2013 331210-14 WATER SERVICES 1-INCH TO 2-INCH Page 14 of 19 1 (1) Polymer Lid shall be black throughout and shall have a 2 molded recycled emblem with a minimum of 50 percent Post 3 Consumer Recycled and 50 percent Post Industrial/ Pre 4 Consumer Recycled Content- verified with a Leed Product 5 Documentation. 6 (2) Polymer Lid shall be black throughout with no blowing 7 agents or foaming plastics 8 (3) Smooth edges and corners and be free from sharp edges so 9 the unit can be handled safely without gloves. 10 (4) Exterior free from seams or parting lines. 11 (5) Polymer lid shall have a molded tread -pattern- tread 12 dimensions shall be .188-inch x .938-inch x .150-inch deep. 13 (6) Polymer Lid shall have "City of Fort Worth" molded into the 14 lid. 15 (7) Polymer lid shall have "Water Meter" molded into the lid- 16 Font shall be std Fadal CNC font with 1-inch characters x 17 .150-inch deep. 18 (8) Polymer Lid shall have a molded pick hole pocket- 19 dimensions shall be 3-inch x 9/16-inch x Thru Hole with 20 3/16-inch 304 stainless steel rod. 21 (9) Polymer lid shall have 2 pieces of 1/2-inch rebar located in lid 22 pockets for locatabifity as shown in Drawings. 23 b) Domestic Manufacture Only -Made in USA molded on Lid. 24 c) Not to be installed in roadway -designed to withstand loading in 25 non -deliberate and incidental traffic only. 26 d) Able to withstand a minimum 15,000 pounds vertical load 27 e) Engineered Plastic with ultraviolet protection. 28 2) 1-inch Standard Plastic Meter Box Lid 29 a) For use with services utilizing 5/8-inch x 3/4-inch, 3/4-inch or 1- 30 inch meter Single or Dual service meter: DFW38C-1EPA FTW- 31 LID or approved equal. 32 b) Size: 18-inch x 17-inch, 2 inches high 33 c) For use with Class A Standard Meter Box DFW38CIPS-14-BODY 34 or approved equal. 35 d) Polymer lid shall seat evenly inside meter box and shall not 36 overlap the top edge of the meter box. 37 3) 2-inch Standard Plastic Meter Box Lid 38 a) For use with services utilizing 1-1/2-inch or 2-inch Single service 39 meter: DFW1730C-1EPA FTW-LID or approved equal. 40 b) Size: 34-1/8-inch x 21-1/4-inch, 12 inches high 41 c) For use with Class B Standard Meter Box DFW1730C-12-BODY or 42 approved. 43 d) Polymer lid shall seat evenly inside meter box and shall not 44 overlap the top edge of the meter box. 45 4) Bullhead Standard Plastic Meter Box Lid CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised June 19, 2013 331210-15 WATER SERVICES 1-INCH TO 2-INCH Page 15 of 19 1 a) For use with services utilizing two 5/8-inch x 3/4-inch or 3/4-inch 2 or 1-inch Single service meter. DFW37C-1EPA FTW-LID or 3 approved equal. 4 b) Size; 17-3/4-inch x 11-inch, 1-3/4 inches high 5 c) For use with Class C Standard Meter Box DFW37C-12-BODY or 6 approved equal. 7 d) Polymer lid shall seat evenly inside meter box and shall not 8 overlap the top edge of the meter box. 9 13. Horizontal Check Valve 10 a. Equip 1 1/2-inch and 2-inch Water Services with a horizontal check valve, 11 with pipe plug, only if specified in the Drawings. 12 b. If an existing backflow preventer is present, the Contractor is to leave it, 13 and is not required to provide an additional horizontal check valve. 14 c. Provide lead-free horizontal check valves in accordance with the 15 Reduction of Lead in Drinking Water Act. 16 14. Service Marker 17 a. 3 inch wide, 5 mil blue vinyl tape 18 2.3 ACCESSORXES [NOT USED) 19 2.4 SOURCE QUALITY CONTROL 20 A. Tests and Inspections 21 1. At the City's option, the manufacturer shall be required to provide 22 certification records showing conformance of materials, design and testing 23 to these Specifications. 24 2. The test procedures shall conform to AWWA C800. 25 a. In the event that a chosen valve fails the City"s hydrostatic test, the cost 26 of the test shall be at the expense of the supplier. 27 b. Proof testing of the remainder of the valves shall be at the cost and 28 responsibility of the supplier. 29 c. These tests will be the basis of acceptance or rejection of the remainder 30 of the shipment by the City. 31 3. The City reserves the right to select products at random for testing. The 32 failure of materials to conform to the applicable Specification may result in 33 the rejection of the entire shipment. 34 B. Marking 35 1. Service saddle castings shall be clearly marked by letters and numerals cast 36 thereon showing: 37 a. Manufacturer's name 38 b. Type 39 c. Size of Pipe CITY OF FORT WORTH MWFRR7019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised June 19, 2013 33 12 10-16 WATER SERVICES I -INCH TO 2-INCH Page 16 of 19 1 PART 3 n EXECUTION 2 3 4 5 6 VA 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 3.1 INSTALLERS A. A licensed plumber is required for installations on the outlet side of the service meter. 3.2 EXAMINATION [NOT USED] 3.3 PlREPARATION. [K� U'®' USED] 3.4 INSTALLATION A. General 1. Install Water Services and appurtenances in accordance with AWWA C800. 2. Install Water Service Lines 5 feet north or east of center of lot frontage on lots 75 feet or wider, or where shown on Drawings. 3. Install Water Service Lines on lot center line on lots less than 75 feet wide, unless otherwise shown on the Drawings. 4. Install services at a minimum depth of 36 inches below final grade/proposed top of curb, unless otherwise specified in the Contract Documents. S. Perform leak tests in accordance with Section 33 04 40. 6. Replace existing 3/4-inch Service Lines with 1-inch new Service Line, tap, and corporation. 7. Install replaced or relocated services with the service main tap and service line being in line with the service meter, unless otherwise directed by the City. 8. Excavate, embed and backfill trenches in accordance with Section 33 05 10. B. Handling 1. Haul and distribute Service Lines fittings at the project site and handle with care to avoid damage. a. Inspect each segment of Service Line and reject or repair any damaged pipe prior to lowering into the trench. b. Do not handle the pipe in such a way that will damage the pipe. 2. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Service Line Installation 1. Service Taps a. Only ductile iron pipe may be directly tapped. b. Install service taps and/or tap assemblies of the specified size as indicated on the Drawings, or as specified by the Engineer. c. Perform taps on a water system that is either uncharged or under pressure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 MWERR2019 City Project No. 102195 331210-17 WATER SERVICES 1-INCH TO 2-INCH Page 17 of 19 1 d. Taps consist of: 2 1) For Concrete Pressure Pipe or Steel Pipe 3 a) Standard internal pipe threaded holes in the pipe walls 4 (1) Made during pipe fabrication 5 (2) Provide tapered threaded outlet with nylon sleeved inserts 6 for up to 2-inch. 7 (3) Provide flange outlet with flange to thread insulator adaptor s kits for 4-inch and larger taps. 9 2) Other pipe materials 10 a) Bronze service clamp with a sealed, threaded port through which 11 the pipe wall is drilled to complete a service port 12 e. Tap Assemblies 13 1) Consist of corporation stop with iron to copper connection attached 14 to: 15 a) Copper tubing terminating as shown on the City's Standard 16 Detail 17 b) May be required adjacent to gate valves 18 c) Install as shown on the Drawings, or as directed by the 19 Engineer. 20 d) When required, shall be included in the unit price bid for 21 installing gate valve, 22 2) Chlorination and testing purposes 23 a) No separate payment will be made for taps required for testing 24 and chlorination. 25 2. Installation of Water Services 26 a. Install tap and Service Line in accordance with City Details. 27 b. Install meter box in accordance with City Details. 28 1) Adjustment of the Service Line to proper meter placement height 29 shall be considered as part of the Meter Box installation. 30 3. Trenching 31 a. Provide a trench width sufficiently wide to allow for 2 inches of granular 32 embedment on either side of the Service Line. 33 4. Bored Services 34 a. Services shall be bored utilizing a pilot hole having a diameter 1/2 inch to 35 3/4 inches larger than the Service Line. 36 S. Arrangement 37 a. Arrange corporation stops, branches, curb stops, meter spuds, meter 38 boxes and other associate appurtenances as shown in the City Detail, 39 and to the approval of the Engineer. 40 6. Service Marker 41 a. When Meter Box is not installed immediately subsequent to service 42 installation: 43 1) Mark Curb Stop with a strip of blue vinyl tape fastened to the end of 44 the service and extending through the backfll approximately 6 45 inches above ground at the Meter Box location. 46 b. Installation of service taps only: CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised June 19, 2013 33 12 10 - 18 WATER SERVICES 1-INCH TO 2-INCH Page 18 of 19 1 1) Attach service marker tape to the corporation stop or plug and 2 extend upward and normal to the main through the backfill at the 3 adjacent trench edge to at least f inches above ground to flag the 4 tap location. 5 7. Corporation stops 6 a. Fully open corporation stop prior to backfill. 7 D. Removal of Existing Water Meters 8 1. Remove, tag and collect existing Water Service meter for pickup by the City 9 for reconditioning or replacement. 10 2. After installation of the Water Service in the proposed location and receipt 11 of a meter from the City inspector, install the meter. 12 3. Reset the meter box as necessary to be flush with existing ground or as 13 otherwise directed by the City. 14 4. All such work on the outlet side of the service meter shall be performed by 15 a licensed plumber. 16 3.5 R_hPATR / RESTORATION [NOT USED] 17 3.6 RE -INSTALLATION [NOT USED] 18 3.7 FIELD [OR] SITE QUALITY CONTROL 19 A. Field Tests and Inspections 20 1. Check each Water Service installation for leaks and full flow through the 21 curb stop at the time the main is tested in accordance with Section 33 04 22 40. 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 2s 3.10CLEANING [NOT USED] 26 3.11CLOSE®UT ACTIVITIES [NOT USED] 27 3.12PROTECTION [NOT USED] 28 3.13MAINTlENANCE [NOT USED] 29 3.14AT1rACHMENTS [NOT USED] 30 END OF SECTXON 31 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised June 19, 2013 2 33 12 10 - 19 WATER SERVICES 1--INCH TO 2-INCH Page 19 of 19 Revision Log DATE NAME SUMMARY OF CHANGE Added Blue Text for clarification 1.2 A. — Revision to items included in price bid Specification modified to be in accordance with the Reduction of Lead in Drinking Water Act — All materials shall be lead free in 12/20/2012 D. Johnson accordance with this Act. 1.2.A.3 — Water Meter Service Relocate was renamed Water Meter Service Reconnect 1.6.13. — added certification submittals for compliance with regulatory requirements Added the phrase `, including grass' to lines; Part 1, 1.2.A. I.e. 14, Partl, 1.2.A.2.c.13, Part I, 1.2.A.2.c.13, Part 2/13/2013 F. Griffin 1,1.2.A.3.c.11, Partl, 1.2.A.4.c.11 Added the phrase `and replacement' to line Part 1,1.2.A.4.c.7 Revised lines with `including grass' replacing with `excluding grass 4/26/2013 F. Griffin (seeding, sodding or hydromulching paid separately)' Included in Part 1, 1.2, A, 1, c, 14; Part 1, 1.2, A, 2, c, 13; Part 1, 1.2, A, 3, c, 11; Part 1, 1.2, A, 4, 2, 11 1.2.A.4.c -- Addition of private water service appurtenances 6/19/2013 D. Johnson relocation to being included in the Iinear foot price of private water services CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 MWFRR2019 City Project No. 102195 331211-1 LARGE WATER METERS Page 1 of 4 I SECTIOM 33 12 11 2 LARGE WATER METERS 3 PART 11 - GEN, E SAL 4 1.11 SUMMARY 5 A. Section Includes: 6 1. Large Water Meter, Vault, Bypass and Appurtenances (3-inch and larger) 7 B. Products Installed but Not Furnished Under This Section 8 1. Water Meter and Strainer 9 C. Deviations from this City of Fort Worth Standard Specification 10 1.2 Price and Payment Proceclu. 11 A. Measurement and Payment 12 3. The price bid shall include: 13 b. Precast concrete vault and appurtenances, or poured in place vaults. 14 D. 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 1— General Requirements 18 3. Section 03 80 00 — Modifications to Existing Concrete Structures 19 4. Section 33 06 16 --- Concrete Water Vaults 20 5. Section 33 11 10 — Ductile Iron Pipe 21 6. Section 33 11 11- Ductile Iron Fittings 22 7. Section 33 12 10 -- Water Services 1-inch to 2-inch 23 8. Section 3.3 12 20 — Resilient Seated Gate Valve 24 9. Section 33 12 50 — Water Sample Stations 25 1.2 PRXCE A14D fPAYM547 PROCEDURES 26 A. Measurement and Payment 27 1. Measurement 28 a. Measurement for this Item shall be per each. 29 b. Measurement includes meter, vault, piping, appurtenances, and bypass 30 line (from upstream tee to downstream tee). 31 1) Piping upstream of bypass line tee is measured and paid separately 32 as water pipe, by size. 33 2) Piping downstream of bypass line tee is measured and paid 34 separately as water pipe, by size. 35 a) Any licensing requirements for plumbing installation are included 36 in this item's measurement. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 33 12 11 -2 LARGE WATER METERS Page 2 of 4 1 2. Payment 2 a. The work performed and the materials furnished in accordance with this 3 Item shall be paid for at the unit price bid per each "Water Meter and 4 Vault" installed for: 5 1) Various meter sizes 6 3. The price bid shall include: 7 a. Excavation 8 b. Pre -cast concrete vault and appurtenances 9 c. Crushed rock foundation 10 d. Access hatch 11 e. Piping and appurtenances 12 f. Fittings 13 g. Horizontal thrust blocking 14 h. Sample station and appurtenances 15 i. Flushing points and appurtenances 16 j. Installation of Compound Water Meter with Strainer 17 k. Reinforced Concrete Pipe Sump 18 I. Reconnection of Service 19 m. Backfill 20 n. Pavement removal 21 o. Hauling 22 p. Disposal of excess material 23 q. Placement and compaction of backfill 24 r. Plumbing Licensing requirements 25 s. Clean-up 26 t. Concrete Filled Steel Pipe Bollards as required 27 u. Surface restoration around perimeter of water meter vault and piping as 28 required. 29 1.3 REFERENCES [NOT USED] 30 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 31 1.5 SUBMXTTALS 32 A. All submittals shall be in accordance with Section 0133 00. 33 B. All submittals shall be approved by the City prior to delivery. 34 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 35 A. Product Data 36 1. Precast Concrete Vault 37 2. Piping 38 3. Sample Station 39 4. Isolation Valves 40 5. Sample Tap and appurtenances 41 6. Hatch CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 33 12 11 - 3 LARGE WATER METERS Page 3 of 4 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 11.8 04AINTERIANCE MATERIAL SUOMMALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 IJODEI XVr► RV, STORAGE, AND HANDLING [IMOT USEED] 5 1.11FIELD [SITE] CONDI'%ONS [NOT USED] 6 1.121MARRAANTY 7 A. Manufacturer Warranty 8 1. Manufacturer's warranty shall be in accordance with Division I. 9 PART 2 - PRODUCTS 10 2.1 OWN D [oR] OWNER-SUPPLIEDPRODUC T S [NOT USED] 11 2.2 EQUXPNENT, PRODUCT TYPES, MATERIALS 12 A. Materials 13 1. Precast Concrete Vault — Conform to Section 33 05 16 14 2. Gate Valves — Conform to Section 33 12 20 15 3. Ductile Iron Pipe — Conform to Section 33 11 10 16 4. Ductile Iron Fittings — Conform to Section 33 11 11 17 5. Sample Station — Conform to Section 33 12 50 18 6. Sample and flushing point taps — Conform to Section 33 12 10 19 7. Hatch — Conform to Section 33 05 16 20 B. Meter and Strainer 21 1. Furnished by City 22 2.3 ACCESSORIES war USED] 23 2.4 SOURCE QUALITY CONTROL [MOT USED] 24 PART 3 o EXECUTION 25 3.1 INSTALLERS [NOT USED] 26 3.2 IEXAMXNATION 27 A. Evaluation and Assessment 28 1. Verify lines and grades are in accordance to the Drawings. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 33J2J1-4 LARGE WATER METERS Page 4 of 4 1 3.3 PREPARATION [NO`l° USED] 2 3.4 INSTALLATION 3 A. .Install vault in accordance with manufacturer's recommendations and in 4 accordance with Section 33 05 16. 5 B. Pipe Penetrations 6 1. Conform to Section 03 80 00. 7 C. Meter 8 1. Obtain meter and strainer from City Field Operations Warehouse, 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 r,E-INSTALLATION [NOT USED] 11 3.7 FIELD QUALITY CONTROL [NOT USED] 12 3.8 SYSTEM STARTUP [NOT USED] 13 3.9 ADJUSTING [NOT USED] 14 3.10CLEANING [NOT USED] 15 3.11CLOSEOU T ACTIVITIES [CBOT USED] 16 3.12PROTECTION [NOT USED] 17 3.13MAINTENANCE [NOT USED] 18 3.14A[ TACHMENTS [NOT USED] 19 END OF SECTION 20 21 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised December 20, 2012 V. 33 12 25 - 1 CONNECTION TO EXISTING WATER MAINS Page 1 of 9 1 SECTION 33 12 25 2 CONNECTION TO EXISTING WATER MAINS 3 PARS' I a GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Connection to existing water mains to include, but not limited to: 7 a. Cutting in a tee for a branch connection s b. Extending from an existing water main 9 c. Installing a tapping sleeve and valve 10 B. Deviations from this City of Fort Worth Standard Specification 11 1.2 Price and Payment Procedures 12 A. Measurement and Payment 13 2. Connection to an existing pressurized Fort Worth Water Distribution System 14 Main that requires a shutdown of some part of the water system. 15 h. Payment 16 1. No additional compensation will be allowed in Miscellaneous Contracts for 17 connecting to existing water mains, its considered subsidiary to the water pipe 1s being installed. 19 3. Connection to an existing pressurized Fort Worth Water Distribution System 20 Main by Tapping Sleeve and Valve: 21 b. Payment 22 1. No additional compensation will be allowed in Miscellaneous Contracts for 23 tapping sleeves and valves, its considered subsidiary to the to the price paid per 24 tap sleeve apd valve. 25 C. Related Specification Sections include, but are not necessarily limited to: 26 1.. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 27 Contract 28 2. Division 1— General Requirements 29 3. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 30 4. Section 33 05 10 -- Utility Trench Excavation, Embedment and Backfill 31 5. Section 33 05 30 — Location of Existing Utilities 32 6. Section 33 1105 — Bolts, Nuts, and Gaskets 33 7. Section 33 11 10 — Ductile Iron Pipe 34 11..2 PRICE AND PAYMENT PROCEDURES 35 A. Measurement and Payment 36 1. Connection to an existing unpressurized Fort Worth Water Distribution 37 System Main that does not require the City to take part of the water system 38 out of service CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 MWERR2019 City Project No. 102195 331225-2 CONNECTION TO EXISTING WATER MAINS Page 2 of 9 1 a. Measurement 2 1) This Item is considered subsidiary to the water pipe being installed. 3 b. Payment 4 1) The work performed and the materials furnished in accordance with 5 this Item are subsidiary to the unit price bid per linear foot of water 6 pipe complete in place, and no other compensation will be allowed. 7 2. Connection to an existing pressurized Fort Worth Water Distribution System 8 Main that requires a shutdown of some part of the water system 9 a. Measurement 10 1) Measurement for this Item shall be per each connection completed. 11 b. Payment 12 1) The work performed and the materials furnished in accordance with 13 this Item shall be paid for at the unit price bid per each "Connection 14 to Existing Water Main" installed for: 1s a) Various sizes of existing water distribution main 16 c. The price bid shall include all aspects of making the connection 17 including, but not limited to: 18 1) Preparing submittals 19 2) Dewatering 20 3) Exploratory excavation (as needed) 21 4) Coordination and notification 22 5) Remobilization 23 6) Temporary lighting 24 7) Polyethylene encasement 25 8) Make-up pieces 26 9) Linings 27 10) Pavement removal 28 11) Excavation 29 12) Hauling 30 13) Disposal of excess material 31 14) Clean-up 32 15) Cleaning 33 16) Disinfection 34 17) Testing 35 3, Connection to an existing pressurized Fort Worth Water Distribution System 36 Main by Tapping Sleeve and Valve: 37 a. Measurement 38 1) Measurement for this Item shall be per each connection completed. 39 b. Payment 40 1) The work performed and the materials furnished in accordance with 41 this Item shall be paid for at the unit price bid per each "Tapping 42 Sleeve and Valve" installed for: 43 a) Various sizes of connecting main 44 b) Various sizes of existing water distribution main 45 c. The price bid shall include all aspects of making the connection 46 including, but not limited to: CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projed No. 102195 Revised February 6, 2013 331225-3 CONNECTION TO EXISTING WATER MAINS Page 3 of 9 1 1) Preparing submittals 2 2) Dewatering 3 3) Exploratory excavation (as needed) 4 4) Coordination and notification 5 5) Tapping Sleeve and Tapping Valve 6 6) Remobilization 7 7) Temporary lighting 8 8) Polyethylene encasement 9 9) Make-up pieces 10 10) Linings 11 11) Pavement removal 12 12) Excavation 13 13) Hauling 14 14) Disposal of excess material 15 15) Cfean-up 16 16) Cleaning 17 17) Disinfection 18 18) Testing 19 1.3 RE FEREMCF5 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 23 of this Specification, unless a date is specifically cited. 24 2. American Society of Mechanical Engineers (ASME): 25 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 26 250) 27 3. ASTM International (ASTM): 28 a. A36, Standard Specification for Carbon Structural Steel. 29 b. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting 30 for High Temperature or High Pressure Service and Other Special 31 Purpose Applications 32 c. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 33 Pressure or High Temperature Service, or Both 34 d. A242, Standard Specification for High -Strength Low -Alloy Structural 35 Steel. 36 e. A283, Standard Specification for Low and Intermediate Tensile Strength 37 Carbon Steel Plates. 38 f. A285, Standard Specification for Pressure Vessel Plates, Carbon Steel, 39 Low- and Intermediate -Tensile Strength. 40 g. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 41 h. D2000, Standard Classification System for Rubber Products in 42 Automotive Applications. 43 4. American Water Works Association (AWWA): 44 a. C200, Steel Water Pipe - 6 IN and Larger. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised February 6, 2013 331225-4 CONNECTION TO EXISTING WATER MAINS Page 4 of 9 1 b. C207, Steel Pipe Flanges for Waterworks Service — Sizes 4 IN through 2 144 IN. 3 c. C213, Fusion -Bonded Epoxy Coating for the Interior and Exterior of 4 Steel Water Pipelines. 5 d. C223, Fabricated Steel and Stainless Steel Tapping Sleeves. 6 5. American Water Works Association/American National Standards Institute 7 (AWWA/ANSI): 8 a. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 9 b. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 10 Fittings. 11 c. C11SA21/15, Flanged Ductile -Iron Pipe with Ductile Iron or Gray -Iron 12 Threaded Flanges. 13 6. NSF International (NSF): 14 a. 61, Drinking Water System Components -- Health Effects. 15 7. Manufacturers Standardization Society of the Valve and Fitting Industry Inc. 16 (MSS): 17 a. SP-60, Connecting flange Joint Between Tapping Sleeves and Tapping 18 Valves. 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Pre -installation Meetings 21 1. Required for any connections to an existing, pressurized 16-inch or larger 22 City water distribution system main that requires a shutdown of some part 23 of the water system 24 2. May also be required for connections that involve shutting water service off 25 to certain critical businesses 26 3. Schedule a pre -installation meeting a minimum of 3 weeks prior to 27 proposed time for the work to occur. 28 4. The meeting shall include the Contractor, City Inspector and City Valve 29 Crew. 30 5. Review work procedures as submitted and any adjustments made for 31 current field conditions, 32 6. Verify that all valves and plugs to be used have adequate thrust restraint or 33 blocking. 34 7. Schedule a test shutdown with the City. 35 8. Schedule the date for the connection to the existing system. 36 B. Scheduling 37 1. Schedule work to make all connections to existing 16-inch and larger mains: 38 a. During the period from November through April, unless otherwise 39 approved by the City 40 b. During normal business hours from Monday through Friday, unless 41 otherwise approved by the City CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised February 6, 2013 331225-5 CONNECTION TO EXISTING WATER MAINS Page 5 of 9 1 2. Schedule City Valve Crew by 1:00 P.M. a minimum of 1 business day prior 2 to planned disruption to the existing water system. 3 a. In the event that other water system activities do not allow the existing 4 main to be dewatered at the requested time, schedule work to allow the 5 connection at an alternate time acceptable to the City. 6 1) If water main cannot be taken out of service at the originally 7 requested time, coordination will be required with the City to discuss s rescheduling and compensation for mobilization. 9 2) No additional payment will be provided if the schedule was altered 10 at the Contractor's request. 11 1.5 SUBMIT rALS 12 A. Submittals shall be in accordance with Section 0133 00. 13 B. All submittals shall be approved by the City prior to delivery and/or fabrication 14 for specials. 15 1.6 ACTION SUBMITTALS/INFORMATYONAL SUBMITTALS 16 A. Product Data, if applicable 17 1. Tapping Sleeve noting the pressure rating and coating system supplied 18 including: 19 a. Dimensions, weights, material list, and detailed drawings 20 b. Maximum torque recommended by the manufacturer for the valve by 21 size 22 B. Submittals 23 1. Provide a detailed sequence of work for 16-inch, or larger, connections if 24 required by City that includes: 25 a. Results of exploratory excavation 26 b. Dewatering 27 c. Procedure for connecting to the existing water main 28 d. Time period for completing work from when the water is shut down to 29 when the main is back in service 30 e. Testing and re pressurization procedures 31 2. Welders that are assigned to work on connection to concrete cylinder or 32 steel pipe must be certified and provide Welding Certificates, upon request, 33 in accordance with AWWA C200. 34 1.7 CLOSEOUT SUBMITTALS [NOIf USED] 35 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 36 1.9 QUALITY ASSURANCE [NOT USED] 37 1.10DEL.;IVERY, STORAGE, AND HANDLING 38 A. Storage and Handling Requirements CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised February 6, 2013 1 2 3 4 5 6 7 9 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 331225-6 CONNECTION TO EXISTING WATER MAINS Page 6 of 9 1. Protect parts so that no damage or deterioration occurs during a prolonged delay from the time of shipment until installation is completed. 2. Protect all equipment and parts against any damage during a prolonged period at the site. 3. Protect the finished surfaces of all exposed flanges using wooden flanges, strongly built and securely bolted thereto. 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 5. Prevent plastic and similar brittle items from being exposed to direct sunlight and extremes in temperature. 6. Secure and maintain a location to store the material in accordance with Section 0166 00. 1.11FIELD [SITE] CONDITIONS [NOT USED] 1.12WARRANTY A. Manufacturer Warranty 1. Manufacturer's warranty shall be in accordance with Division 1. PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUJI;PP1 EiIT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed by the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Description 1. Regulatory Requirements a. Tapping Sleeves shall meet or exceed AWWA C223 and the requirements of this Specification. b. All valve components in contact with potable water shall conform to the requirements of NSF 61. C. Tapping Sleeve Materials 1. Body a. Body: Carbon Steel per ASTM A283 Grade C, ASTM A285 Grade C, ASTM A36 Steel or equal b. Finish: fusion bonded epoxy coating to an average 12 mil thickness. Fusion applied per AWWA C213. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 M WERR2019 City Project No. 102195 331225-7 CONNECTION TO EXISTING WATER MAINS Page 7of9 I c. All buried tapping sleeves shall be provided with polyethylene 2 encasement in accordance with AWWA/ANSI C105/A21.5. 3 1) Polyethylene encasement shall be in accordance with Section 33 11 4 10. 5 2. Flange 6 a. Carbon Steel per ASTM A36 in accordance with AWWA C207 and ASME 7 B16.1 Class 125. 8 b: Recessed for tapping valve per MSS SP-60 9 3. Bolts and Nuts 10 a. Flanged Ends I 1 1) Meet requirements of AWWA C115 or AWWA C207 depending on 12 pipe material. 13 2) Provide bolts and nuts in accordance with Section 33 1105. 14 4. Gaskets 15 a. Provide gaskets in accordance with Section 33 1105. 16 .5. Test Plug 17 a. 3/4-inch NPT carbon steel with square head and fusion bonded epoxy 18 coating 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USE®] 21 PART 3 d EXECUTION 22 3.1 INS 1 ALLrRS [NOT USE®] 23 3.2 IEXAMXNAT'ION 24 A. Verification of Conditions 25 1. Verify by exploratory excavation, if needed, that existing water main is as 26 depicted in the Drawings and that the location is suitable for a connection 27 to the existing water main. 28 a. Excavate and backfill trench for the exploratory excavation in 29 accordance with 33 05 10. 30 2. Verify that all equipment and materials are available on —site prior to the 31 shutdown of the existing main. 32 3. Pipe lines shall be completed, tested and authorized for connection to the 33 existing system in accordance with Section 33 04 40. 34 3.3 PREPARATXON [NOT USE®] 35 3.4 XNSTAL,LATION 36 A. General 37 1. Upon disruption of the existing water main, continue work until the 38 connection is complete and the existing water main is back in service. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised February 6, 2013 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 331225-8 CONNECTION TO EXISTING WATER MAINS Page 8 of 9 B. Procedure 1. Expose the proposed connection point in accordance with Section 33 05 10. 2. Dewater the existing water line so the chlorinated water is not unlawfully discharged. 3. Maintain the water that may bleed by existing valves or plugs during installation within the work area to a reasonable level. a. Control the water in such a way that it does not interfere with the proper installation of the connection or create a discharge of chlorinated water. 4 If any discharge of chlorinated water occurs, discharged water shall be de - chlorinated in accordance with Section 33 04 40 5. Cut and remove existing water main in order to make the connection. 6. Verify that the existing pipe line is suitable for the proposed connection. 7. Place trench foundation and bedding in accordance with 33 05 10. 8. In the event that a tapping sleeve and valve is used, the coupon from the existing water main shall be submitted to the City. 9. Prevent embedment, backfll, soil, water or other debris form entering the pipeline. 10. Establish thrust restraint as provided for in the Drawings. 11. Clean and disinfect the pipeline associated with the connection in accordance with Section 33 04 40. 12. Place embedment to the top of the pipe zone. 13. Request that the City Valve Crew re -pressurize the pipeline. 14. Directionally flush the connection in accordance with Section 33 04 40. 15. Request that City Valve Crew open ail remaining valves. 26 3.5 6REPAIR/IRESTORATION [NOT USED] 27 28 29 30 31 32 33 34 35 3.6 lREINSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOS" USED] 3.10CLEANING [NOT USED] 3.11CLOSEOUT ACTIVITIES [NOT USED] 3.12PROTECTION [NOT USED] 3.13MAINT—L FIANCE [NOT USED] 3.:i 4d TTACHMENTS [NOT USED] CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised February 6, 2013 331225-9 CONNECTION TO EXISTING WATER MAINS Page 9 of 9 END OF SECT -TON Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.C.3 and 4 — Added reference to Section 33 1105 and removed bolt, nut and gasket material specification 2/6/2013 D. Townsend 3.4.B.4 Modified to refer to Section 33 04040 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised February 6, 2013 331240-1 FIRE HYDRANTS Page 1 of 7 1 SECTION 33 12 40 2 FIRE HYDRANTS 3 PART I - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Dry -barrel fire hydrants with 51J4-inch main valve for use with potable water mains 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 13 4. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 14 5. Section 33 11 10 — Ductile Iron Pipe 15 6. Section 33 11 11 — Ductile Iron Fittings 16 7. Section 33 11 14 — Buried Steel Pipe and Fittings 17 8. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. Fire Hydrant and Extension 22 1) Measurement for this item shall be by the each hydrant, complete in place. 23 2. Payment 24 a. The work performed and materials furnished in accordance with this Item and 25 measured under "Measurement" will be paid for at the unit prices bid per each 26 "Fire Hydrant" installed. 27 3. The price bid shall include: 28 a. Furnishing and installing Fire Hydrants with appurtenances as specified in the 29 Drawings 30 b. Dry -Barrel Fire Hydrant assembly from base to operating nut 31 c. Extension barrel and stem 32 d. Adjusting hydrant to the appropriate height 33 e. Painting 34 f. Pavement Removal 35 g. Excavation 36 h. Freight, loading, unloading and handling 37 i. Disposal of excess material 38 j. Furnish, placement and compaction of embedment 39 k. Furnish, placement and compaction of backfill 40 1. Blocking, Braces and Rest 41 m. Clean up 42 n. Disinfection 43 o. Testing CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised 3anuary 3, 2014 331240-2 FIRE HYDRANTS Page 2 of 7 1 1.3 REFERENCES 2 A. Definitions 3 1. Base: The lateral connection to the fire hydrant lead; also called a shoe 4 B. Reference Standards 5 1. Reference standards cited in this Specification refer to the current reference 6 standard published at the time of the latest revision date logged at the end of this 7 Specification, unless a date is specifically cited. 8 2. American Water Works Association (AWWA): 9 a. C502, Dry -Barrel Fire Hydrants 10 b. Manual of Water Supply Practices M17 (AWWA Manual M17) — Installation, 11 Field Testing, and Maintenance of Fire Hydrants 12 3. NSF International 13 a. 61, Drinking Water System Components — Health Effects 14 4. National Fire Protection Association (NFPA) 15 a. 1963, Standard for Fire Hose Connections 16 5. Underwriters Laboratories, Inc. (UL) 17 a. 246, Hydrants for Fire -Protection Service 18 6. Factory Mutual (FM) 19 a. Class Number 1510, Approval Standard for Fire Hydrant (Dry Barrel Type) for 20 Private Fire Service 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS 23 A. Submittals shall be in accordance with Section 0133 00. 24 B. All submittals shall be approved by the City prior to construction. 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 26 A. Product Data 27 1. Dry -Barrel Fire Hydrant stating: 28 a. Main valve opening size 29 b. Nozzle arrangement and sizes 30 c. Operating nut size 31 d. Operating nut operating direction 32 e. Working pressure rating 33 f. Component assembly and materials 34 g. Coatings and Finishes 35 1.7 CLOSEOUT SUBMITTALS [NOT USED] 36 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 37 1.9 QUALITY ASSURANCE 38 A. Qualifications 39 1. Manufacturers 40 a. Dry -Barre[ Fire Hydrants shall be the product of 1 manufacturer. 41 1) Change orders, specials and field changes may be provided by a different 42 manufacturer upon City approval. 43 2. Dry -Barrel Fire Hydrants shall be in conformance with AWWA C502, UL 246 and FM 44 1510. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised January 3, 2014 331240-3 FIRE HYDRANTS Page 3 of 7 1 1.10 DELIVERY, STORAGE, AND HANDLING 2 A. Storage and Handling Requirements 3 1. Store and handle in accordance with the guidelines as stated in AWWA C502 and 4 AWWA Manual M17. 5 2. Protect all parts so that no damage or deterioration will occur during a prolonged 6 delay from the time of shipment until installation is completed and the units and 7 equipment are ready for operation. 8 3. Protect all equipment and parts against any damage during a prolonged period at 9 the site. 10 4. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 11 strongly built and securely bolted thereto. 12 5. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 13 6. Prevent plastic and similar brittle items from being directly exposed to sunlight or 14 extremes in temperature. I5 7. Secure and maintain a location to store the material in accordance with Section 01 16 6600. 17 1.11 FIELD CONDITIONS [NOT USED] 18 1.12 WARRANTY 19 A. Manufacturer Warranty 20 1. Manufacturer's Warranty shall be in accordance with Division I. 21 PART 2 - PRODUCTS 22 2.1 OWNER -FURNISHED [OR] O WNER-SUPPLIEDPRODUCTS [NOT USED] 23 2.2 EQUIPMENT, PRODUCT TYPES, AND ;MATERIALS 24 A. Manufacturers 25 1. Only the manufacturers as listed on the City's Standard Products List will be 26 considered as shown in Section 0160 00. 27 a. The manufacturer must comply with this Specification and related Sections. 28 2. Any product that is not listed on the Standard Products List is considered a 29 substitution and shall be submitted in accordance with Section 0125 00. 30 3. The Dry -Barrel Fire Hydrant shall be new and the product of a manufacturer 31 regularly engaged in the manufacturing of Dry -Barrel Fire Hydrants having similar 32 service and size. 33 B. Description 34 1. Regulatory Requirements 35 a. Dry -Barrel Fire Hydrant shall meet or exceed the latest revisions of AWWA 36 C502 and shall meet or exceed the requirements of this Specification. 37 b. All Dry -Barrel Fire Hydrant components in contact with potable water shall 38 conform to the requirements of NSF 61. 39 C. Performance / Design Criteria 40 1. Capacities 41 a. Rated working pressure of 250 psi or greater 42 2. Design Criteria 43 a. Operating nut CITY OF FORT WORTH MWFRR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised January 3, 2014 331240-4 FIRE HYDRANTS Page 4 of 7 1 1) Uniformly tapered square nut measuring; 2 a) 1 inch at the base 3 b) 7/8 inch at the top 4 2) Open by turning the operating nut to the right (clockwise) 5 a) Provide operating direction clearly marked with an arrow and the word 6 "OPFN". 7 3) Provide weather shield with operating nut. 8 b. Main Valve 9 1) Minimum 51/4-inch opening 10 2) Compression type 11 a) Opening against pressure 12 b) Closing with pressure 13 c. Nozzles 14 1) `T'shape, 3 nozzle arrangement 15 2) Nozzle sizes, threads and configuration in accordance with NFPA 1963 16 a) Hose nozzles 17 (1) 2 x 21/2-inch (nominal size of connection) 18 (a) 180 degrees apart 19 (b) Thread Designation 2.5-7.5 NH (NFPA 1963) 20 b) Pump nozzle 21 (1) 4-inch (nominal size of connection) 22 (a) Thread Designation 4-4 NH (NFPA 1963) 23 d. Hydrant Barrel Configuration 24 1) Upper barrel 25 2) Breakable flange and stem 26 a) To be installed above ground at the connection to the upper barrel 27 3) Extension barrel (if needed) and lower barrel 28 a) Extension barrel and stem 29 (1) Lengthen in 6-inch increments 30 e. Drain Valve 31 1) Non -corrodible material 32 2) Spring operated drain valves are not allowed. 33 D. Function 34 1. Drain Valve 35 a. Drain fire hydrant barrels when main valve is closed. 36 E. Materials 37 1. Furnish materials in accordance with AWWA C502. 38 2. Dry -Barrel Fire Hydrant Assembly 39 a. Internal parts 40 1) Threads 41 a) Provide operating thread designed to avoid metal such as iron or steel 42 threads against iron or steel parts. 43 2) Stem 44 a) Stem Nuts 45 (1) Provide bronze stem nuts. 46 (a) Grades per AWWA C502 47 b) Where needed, stem shall be grooved and sealed with 0-rings. 48 3. Provide crushed rock for placement around base conforming to Section 33 05 10. 49 F. Finishes CT Y OF FORM WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised January 3, 2014 331240-5 FIRE HYDRANTS Page 5 of 7 1 1. Primer Materials 2 a. Furnish primer for Dry -Barrel Fire Hydrants in accordance with AWWA C502. 3 2. Finish Materials 4 a. Dry -Barrel Fire Hydrant 5 1) Exterior 6 a) Above grade 7 (1) Furnish exterior coating for above grade Dry -Barrel Fire Hydrant 8 assembly components in accordance with AWWA C502. 9 (2) Coating shall be Flynt Aluminum Paint in Silver. 10 b) Below grade 11 (1) Furnish exterior coating for below grade Dry -Barrel Fire Hydrant 12 assembly components in accordance with AWWA C502. 13 2) Interior I4 a) Interior coating for Dry -Barrel Fire Hydrants assemblies in accordance 15 with AWWA C502 16 2.3 ACCESSORIES 17 A. Polyethylene Encasement 18 1. Provide polyethylene encasement in accordance with Section 33 1110. 19 B. Embedment 20 1. Provide crushed rock and filter fabric in accordance with Section 33 05 10. 21 2.4 SOURCE QUALITY CONTROL 22 A. Tests and Inspections 23 1. Testing and inspection of Dry -Barrel Fire Hydrants in accordance with AWWA C502. 24 B. Markings 25 1. Provide each Dry -Barrel Fire Hydrant marked in accordance with AWWA C502. 26 PART 3 - EXECUTION [NOT USED] 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPAFLATION [NOT USED] 30 3.4 INSTALLATION 31 A. General 32 1. Install in accordance with AWWA Manual of Water Supply Practice M17, 33 manufacturer's recommendations and as shown on the Drawings. 34 2. Provide vertical installation with braces, rest and blocking in accordance with City 35 Standard Details. 36 3. Excavate and backfill trenches in accordance with 33 05 10. 37 4. Embed Dry -Barrel Fire Hydrant assemblies in accordance with 33 05 10. 38 a. At the location of the weep holes, wrap barrel with polyethylene encasement 39 and crushed rock with filter fabric to prevent dirt and debris from entering the 40 fire hydrant. 41 5. Polyethylene encasement installation shall be in accordance with the applicable 42 portion of Section 33 11 10-. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 102195 Revised January 3, 2014 331240-6 FIRE HYDRANTS Page 6 of 7 1 6, Install concrete blocking and rest in accordance with Section 03 30 00 as indicated 2 in the Drawings. 3 7. A minimum 1/3 cubic yard of crushed rock shall be placed around the base, in 4 accordance with AWWA Manual of Water Supply Practice M17, to allow drain 5 outlets to operate. 6 a. The crushed rock should extend 6 inches above the drain outlets and a 7 minimum of 1 foot on all sides of the fire hydrant base. 8 8. Fire hydrant lead line shall be installed with a maximum cover of 7 feet. 9 a. Cover is measured from the invert at the fire hydrant base, vertical to ground 10 elevation. 11 b. Fittings may be used along fire lead line to ensure minimum and maximum 12 cover requirements are met, 13 3.5 REPAIR / RESTORATION [NOT USED] 14 3.6 RE -INSTALLATION [NOT USED] 15 3.7 FIELD CONTROL 16 A. Field Inspections 17 1. The Dry -Barrel Fire Hydrant and assembly shall perform as intended with no 18 deformation, leaking or damage of any kind for the pressure ranges indicated. 19 2. City inspector will issue final inspection notice to City staff. 20 3. City Field Operations Staff and Fire Department Staff shall have the opportunity to 21 inspect and operate the hydrant, to ensure that the fire hydrant was installed in 22 accordance with AWWA Manual of Water Supply Practice M17. This includes but is 23 not limited to: 24 a. operation of Nozzles and operating nut are not obstructed. 25 b. Drain valve is not obstructed or plugged 26 4. Keep fire hydrant wrapped or covered to identify that it is out of service until the 27 water line its connected to is put in service. 28 B. Non -Conforming Work 29 1. If access and operation of the Dry -Barrel Fire Hydrant or its appurtenances do not 30 meet the criteria of the AWWA Manual of Water Supply Practice M17, the 31 Contractor will remedy the situation criteria, at the Contractor's expense, 32 3.8 SYSTEM STARTUP [NOT USED] 33 3.9 ADJUSTING [NOT USED] 34 3.10 CLEANING [NOT USED] 35 3.11 CLOSEOUT ACTIVITIES [NOT USED] 36 3.12 PROTECTION [NOT USED] 37 3.13 MAINTENANCE 38 3.14 ATTACHMENTS 39 END OF SECTION 40 41 CITY OF FORT WORTH MWFRR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised January 3, 2014 331240-7 FIRE HYDRANTS Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE 2.2.F.2.a.1).a).(2) Added paint manufacturer specification 12/20/2012 D. Johnson 2.2.C.2.c Revised pumper nozzle nominal diameter and added NFPA 1963 Thread Designations Specification Modified to be in accordance with the Reduction of Lead in Drinking Water Act (P.L. 111-380) — All material s to be lead-free in 11/27/2013 D. Townsend accordance with this act. Sections modified are 1.1.A.1, 1.9.A.2, and 2.2.E.1 Sections added are 1.3.A.2, 1.3.6.7, 1.6.8.1, 2.2.3.1.c, 2.4.13.2 H.R. 3588 (P.L. 113-64) signed into law 1/2/2014 waived Reduction of Lead in Drinking Water Act (P.L. 111-380) requirement for fire hydrant. All previous revisions related to "lead-free" requirement are 1/3/2014 D. Townsend now deleted including those revisions made 11/27/2013, those being: Sections modified are 1.1.A.1, 1.9.A.2, and 2.2.E.1 Sections added are 1.3.A.2, 1.3.13.7, 1.6.13.1, 2.2.B.1.c, 2.4.13.2 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised January 3, 2014 34 71 13 - 1 TRAFFIC CONTROL Page 1 of 6 I SECTION 34 7113 2 TRAFFIC CONTROL 3 PA T 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Installation of Traffic Control Devices and preparation of Traffic Control 7 Plans s B. Deviations from this City of Fort Worth Standard Specification 9 1. TRAFFIC CONTROL 10 The contractor will be required to obtdo,. a "Street Use Permit" prior to II starting work. As part of the "Street Use Permit" a traffic control plan is 12 required. The Contractor shall be responsible for providing traffic control 13 during the construction of this project consistent with the provisions set 14 forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices 15 for Streets and Highways" issued under the authority of the "State of Texas 16 Uniform Act Regulating Traffic on Highways," codified as Article 6701d 17 Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 18 and 31. 19 20 Unless otherwise included as part of the Construction documents, the 21 Contractor shall submit a traffic control plan (duly sealed, signed and dated 22 by a Registered Professional Engineer (P.E.) in the state of Texas), to the 23 City Traffic Engineer at or before the start of each work order. The P.E. 24 preparing the traffic control plan may utilize standard traffic reroute 25 configurations posted as "Typicals" on the City's Buzzsaw website. 26 Although work will not begin until the traffic control plan has been reviewed 27 and approved, the Contractor's time will begin in accordance with the 28 timeframe mutually established in the `Notice to Proceed' issued the 29 Contractor. 30 31 Work shall not be performed on certain locations/streets during "peak 32 traffic periods" as determination by the City Traffic Engineer and in 33 accordance with the applicable provision of the "City of Fort Worth Traffic 34 Control Handbook for Construction and Maintenance Work Areas." 35 36 Payment for traffic control shall cover design and / or installation and 37 maintenance of the traffic control plan, and shall be paid at the unit price 38 bid per each for "Traffic Control". 39 40 C. Related Specification Sections include, but are not necessarily limited to: CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised November 22, 2013 347113-2 TRAFFIC CONTROL Page 2of6 1 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 2 Contract 3 2. Division 1 — General Requirements 4 1.2 PRICE AND PAYMENT PROCEDURES 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 43 A. Measurement and Payment 1. Installation of Traffic Control Devices a. Measurement 1) Measurement for Traffic Control Devices shall be per month for the Project duration. a) A month is defined as 30 calendar days. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for "Traffic Control". c. The price bid shall include: 1) Traffic Control implementation 2) Installation 3) Maintenance 4) Adjustments 5) Replacements 6) Removal 7) Police assistance during peak hours 2. Portable Message Signs a. Measurement 1) Measurement for this Item shall be per week for the duration of use. b. Payment 1) The work performed and materials furnished in accordance to this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per week for "Portable Message Sign" rental. c. The price bid shall include: 1) Delivery of Portable Message Sign to Site 2) Message updating 3) Sign movement throughout construction 4) Return of the Portable Message Sign post -construction 3. Preparation of Traffic Control Plan Details a. Measurement 1) Measurement for this Item be per each Traffic Control Detail prepared. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Traffic Control Detail" prepared. c. The price bid shall include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 MWERR2019 City Project No. 102195 347113-3 TRAFFIC CONTROL Page 3 of 6 1 1) Preparing the Traffic Control Plan Details for closures of 24 hours or 1 2 longer 3 2) Adherence to City and Texas Manual on Uniform Traffic Control 4 Devices (TMUTCD) s 3) Obtaining the signature and seal of a licensed Texas Professional 6 Engineer 7 4) Incorporation of City comments 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 12 of this Specification, unless a date is specifically cited. 13 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 14 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department 15 of Transportation, Standard Specifications for Construction and Maintenance 16 of Highways, Streets, and Bridges. 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Coordination 19 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours 20 prior to implementing Traffic Control within 500 feet of a traffic signal. 21 B. Sequencing 22 1. Any deviations to the Traffic Control Plan included in the Drawings must be 23 first approved by the City and design Engineer before implementation. 24 1.5 SUBMITTALS 25 A. Provide the City with a current list of qualified flaggers before beginning 26 flagging activities. Use only flaggers on the qualified list. 27 B. Obtain a Street Use Permit from the Street Management Section of the Traffic 28 Engineering Division, 311 W 10L' Street. The Traffic Control Plan (TCP) for the 29 Project shall be as detailed on the Traffic Control Plan Detail sheets of the 30 Drawing set, A copy of this Traffic Control Plan shall be submitted with the 31 Street Use Permit. 32 C. Traffic Control Plans shall be signed and sealed by a licensed Texas 33 Professional Engineer. 34 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or 35 Specifications, The Contractor will be responsible for having a licensed Texas 36 Professional Engineer sign and seal the Traffic Control Plan sheets. 37 E. Lane closures 24 hours or longer shall require a site -specific traffic control plan. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised November 22, 2013 347113-4 TRAFFIC CONTROL Page 4 of 6 1 F. Contractor responsible for having a licensed Texas Professional Engineer sign 2 and seal changes to the Traffic Control Plan(s) developed by the Design 3 Engineer. 4 G. Design Engineer will furnish standard details for Traffic Control. 5 1. 6 ACTION SUOMITTALS/INFORMATIONAL SUBMr 1ALS [PEAT USED] 6 IJ CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE [NOT USED] 9 1.10DELIVERY, STORAGE, AND HANDLING [NOT USED] 10 1.11FIELD [SITE] CONDITIONS [NOT USED] 11 1.12WARRANTY [NOT USED] 12 13 14 15 16 17 1s 19 20 21 22 23 24 25 26 27 28 29 30 31 32 PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 ASSEMBLIES AND MATERIALS A. Description 1. Regulatory Requirements a. Provide Traffic Control Devices that conform to details shown on the Drawings, the TMUTCD, and TXDOrs Compliant Work Zone Traffic Control Device List (CWZfCDL). 2. Materials a. Traffic Control Devices must meet all reflectivity requirements included in the TMUTCD and TxDOT Specifications — Item 502 at all times during construction. b. Electronic message boards shall be provided in accordance with the TMUTCD. 2.3 ACCESSORIES [NOT USED] 2.4. SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 EXAMXNATiON [RIOT USED] 3.2 PREPARATION A. Protection of In -Place Conditions 1. Protect existing traffic signal equipment. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10219S Revised November 22, 2013 3471 13 - 5 TRAFFIC CONTROL Page 5 of 6 3.3 INSTALLATION 2 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as 3 shown on the Drawings and as directed. 4 B. Install Traffic Control Devices straight and plumb. s C. Do not make changes to the location of any device or implement any other 6 changes to the Traffic Control Plan without the approval of the Engineer. 7 1. Minor adjustments to meet field constructability and visibility are allowed. s D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 9 1. Corrective action includes but is not limited to cleaning, replacing, 10 straightening, covering, or removing Devices. 11 2. Maintain the Devices such that they are properly positioned, spaced, and 12 legible, and that retroreflective characteristics meet requirements during 13 darkness and rain. 14 E. If the Inspector discovers that the Contractor has failed to comply with applicable 15 federal and state laws (by failing to furnish the necessary flagmen, warning 16 devices, barricades, lights, signs, or other precautionary measures for the 17 protection of persons or property), the Inspector may order such additional 18 precautionary measures be taken to protect persons and property. 19 F. Subject to the approval of the Inspector, portions of this Project, which are not 20 affected by or in conflict with the proposed method of handling traffic or utility 21 adjustments, can be constructed during any phase. 22 G. Barricades and signs shall be placed in such a manner as to not interfere with the 23 sight distance of drivers entering the highway from driveways or side streets. 24 H. To facilitate shifting, barricades and signs used in lane closures or traffic 25 staging may be erected and mounted on portable supports. 26 1. The support design is subject to the approval of the Engineer. 27 I. Lane closures shall be in accordance with the approved Traffic Control Plans. 28 J. If at any time the existing traffic signals become inoperable as a result of 29 construction operations, the Contractor shall provide portable stop signs with 2 30 orange flags, as approved by the Engineer, to be used for Traffic Control. 31 K. Contractor shall make arrangements for police assistance to direct traffic if traffic 32 signal turn-ons, street light pole installation, or other construction will be done 33 during peak traffic times (AM: 7 am -- 9 am, PM: 4 pm - 6 pm). 34 L. Flaggers 35 1. Provide a Contractor representative who has been certified as a flagging 36 instructor through courses offered by the Texas Engineering Extension 37 Service, the American Traffic Safety Services Association, the National 38 Safety Council, or other approved organizations. 39 a. Provide the certificate indicating course completion when requested. CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised November 22, 2013 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 347113-6 TRAFFIC CONTROL Page 6 of 6 b. This representative is responsible for training and assuring that all flaggers are qualified to perform flagging duties. 2. A qualified flagger must be independently certified by 1 of the organizations listed above or trained by the Contractor's certified flagging instructor. 3. daggers must be courteous and able to effectively communicate with the public. 4. When directing traffic,_ flaggers must use standard attire, flags, signs, and signals and follow the flagging procedures set forth in the TMUTCD. 5. Provide and maintain flaggers at such points and for such periods of time as may be required to provide for the safety and convenience of public travel and Contractor's personnel, and as shown on the Drawings or as directed by the Engineer. a. These flaggers shall be located at each end of the lane closure. M. Removal 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights and other Traffic Control Devices used for work -zone traffic handling in a timely manner, unless otherwise shown on the Drawings. 3.4 REPAIR / RESTORATION [RIOT USED] 3.5 RE-INISTALLATION [NOT USED] 3.6 FIELD [op,] SITE QUALITY CONTROL [NOT USED] 3.7 SYSTEM STARTUP [NOT USED] 3.8 ADJUSTING [NOT USED] 3.9 CLEANING (NOT USED] 3.10CLOSEOUT ACTIVITIES [NOT USED] 3.11 PIROYECTION [NOT USED] 3.12MAINTENANCE [NOT USED] 3.I.3ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S. Arnold Added police assistance, requirement for when a site specific TCP is required CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 MWERR2019 City Project No.'102195 i APPENDIX GC-4.01 Availability of Lands - None GC-4.02 Subsurface and Physical Conditions - None GC-4.04 Underground Facilities - None GC-4.06 Hazardous Environmental Condition at Site - None GC-6.06.D Minority and Women Owned Business Enterprise Compliance MBE Good Faith Effort Form MBE Joint Venture Eligibility Form MBE Prime Contractor Waiver Form MBE Specifications — Special Instructions for Bidders MBE Subcontractors/Suppliers Utilization Form GC-6.07 Wage Rates Heavy and Highway Construction Prevailing Wage Rates 2013 Commercial Construction Prevailing Wage Rates 2013 GC-6.09 Permits and Utilities - None GC-6.24 Nondiscrimination - None GR-01 60 00 Product Requirements - None CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July 1, 2011 k "'C-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July 1, 2011 GC-4o02 Subsurface and Physical Conditions MIS PAGE LEES` INTENTIONALLY BLANK CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July 1, 2011 4 GC-4o0,4 Underground Facilities THIS ]PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July 1, 2011 GC-4e06 Rnza rd®ns Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July 1, 2011 GC-6®06oD Minority and Women ®weed Business Enterprise Compliance MBE Good faith Effort Form MBE Joint Venture Eligibility For MBF Prime Contractor Waiver Form MBE Specifications — Special Instructions for Bidders MBE Subcontractors/Suppliers Utilization. Form CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July 1, 2011 ATTACHMENT IC Pagel of 3 FORT WORTH City of Fort Worth MBE Good Faith Effort Form PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: MM/DFr- NON-IWIWDBE BID DATE City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER % If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this/ form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 'I thru 91 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and it being submitted to and received by the Managing Department on or before 5:00 p.m. five (6) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non -MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. aaatttonat sneers, tr List of Subcontracting Opportunities I List of Supplier Opportunities Rev. 6130112 ATTACHMENT 9C Page 2 of 3 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's MIWBE Office or the City's website. Yes Date of Listing No 3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? ❑ Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) =No 4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? YOS (If yes, attach list to include name of MBE firm, person 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 MSE 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" F-1 No documentation 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.) _11-No NOTE- The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier) opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? ❑._Yes =N o 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev. 5130112 ATTACHMENT IC Page 3 of 3 9. Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (if yes, attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? Yes (if yes, attach the information that was not valid in order for the MfWBE Office to address the corrections 11_N o needed.) 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in -camera access to and inspection of any relevant documentation by City personnel. Please use additional sheets, if necessary, and attach.)_ Cam an Name Telephone Contact Person Scope of Work Reason for Re'ection I 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 Rev. 5130112 ATTACHMENT IC Page 4 of 3 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. The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 9 C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signature Title Company Name Address City/State/Zip Printed Signature Contact Name and Title (if different) Phone Number Fax Number Email Address Date Rev. 6130112 Joint Venture Page 1 of 3 FORTWORTH CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must be answered; use "NIA "ifnot applicable. Name of City project: A joint venture form must be completed on each project RFP/Bid/Purchasing Number: 1. Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBE firm name• Non -MBE firm name: Business Address: Business Address: City, State, Zip: City, State, Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: L. Neo a of worR periormen Dy the joint venture: Describe the scope of work of the MBE: Describe the scope of work of the non -MBE: Rev. 5130/12 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 ifthis information is described injoint 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 making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating b. Marketing and Sales c. Hiring and Firing of management personnel d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's MNdBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev. 5130/12 Joint Venture Pacie 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misreuresentation of facts. Name of MSE firm ------------------------------------------------------------------- Name of non-- E firm 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 Date Date Notarization State of County of On this 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 k Commission Expires (.seal) INAM11911JA a FORTWORT" RT" City of Fort Worth Prime Contractor Waiver Form ATTACHMENT 1 B Page 1 of 1 PRIME COMPANY NAME: Check applicable block to describe prime V1DRY PROJECT NAME: " BID DATE City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER % °/a 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 b 1h answers are yes. Failure to complete this form in its entirety and be received by the ruianaglnp Department on or before 5:00 p.m., five (5) City business days after bid opening, exclusive of the bid opening date, will result in the bid being considered non -responsive to bid specifications. Will you perform this entire contract without subcontractors? H YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO The bidder 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 therefore and any proposed changes to the original MBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit andlor examination of any books, records and files held by their company that will substantiate the actual work performed by the 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 fora period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address City/StatelZip Signature Contact Name (if different) Number Fax Number Email Address Date Rev. 5130112 F RT ORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is of the total bid (Base bid applies to Parks and community services). Note; If both WISE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MI3E Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders 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. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. Tri= Uffero. slxall cieliver the MBE d€�r umentalion in r,elst�Jl ti? the !1PJ)ror)riarr erflplrxye.L nl ilie rn.inW3giirfl rleparsir rkl as i obialn a dalefllrae reeelpl. Sut:h rece[pl s-ol! be evltlerhro Ihril Il1e City recelv8d the dar;umrinlatloia 6 Me 1Ime 711or{pled A fixed ropy will not be accepted.. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no MBE participation: opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5,00 p.m., five (5) City business days after the bid to met or exceed goal. opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS Any questions. please contact the MlWBE Office at (817) 212-267,1 Rev. 5130/12 ATTACHMENT1A Page 1 of 4 Fog 'r WORTH City of Fort Worth MBE Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: - - --- BID DATE City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER % % Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications MBEs listed toward meeting the project goat must be located in the six (6) county marketplace at the time of bid. Marketplace is the geographic area of Tarrant. Dallas, Denton, Johnson, Parker. and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered I15t tier, a payment by a subcontractor to its supplier is considered 2" 1 tier ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operators, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. r �QRTWQRTH ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., 'MinoFil + ar«d rspn-i�ar.#1.= MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's MNVBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. Attach N NCTRCA Certificate ° SUBCONTRACTOR/SUPPLIER T -- - -- n Detail Detail Company Name i Subcontracting Supplies Address e M W S M Work Purchased Dollar Amount Telephone/Fax r B B B B E E E E W� W� NEW 1—■M MAN-01 7NIM Rev. 5/30112 FoRTWOP.TH ATTACHMENT 1A Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; 1.0., flail 06N and rlcsrt-MFAF: . Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's MNVBE Office which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. Attach N NCTRCA Certificate SUBCONTRACTORISUPPLIER T n Detail Detail Company Name i Subcontracting Supplies Dollar Amount Address e MrB S M Work Purchased Telephone/E'ax r B B B E E E HOW o� oM Rev. 5130l12 FoltrWoxrH Total Dollar Amount of MBE Subcontractors/Suppliers 1 Total Dollar Amount of Non -MBE Subcontractors/Suppliers 1 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS + ATTACHMENT IA Page 4 of 4 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for approval of Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name/Title (if different) Company Name Telephone and/or Fax Address E-mail Address CitylState/Zip Date Rev. 5130/12 GCA6o07 Wage Rates Heavy and Highway Construction Prevailing Wage Rates 2013 Commercial Construction Prevailing Wage Rates 2013 CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July 1, 2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10,72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14,58 Small Sllpform 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 .lob Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 i i 2013 PREVAILING WAGE RATES (Commercial Construction Projects) r CLASSIFICATION DESCRIPTION AC Mechanic AC Mechanic Helper Acoustical Ceiling Installer Acoustical Ceiling Installer Helper Bricklayer/Stone Mason Bricklayer/Stone Mason Trainee Bricklayer/Stone Mason Helper Carpenter Carpenter Helper Concrete Cutter/Sawer Concrete Cutter/Sawer Helper Concrete Finisher Concrete Finisher Helper Concrete Form Builder Concrete Form Builder Helper Drywall Mechanic Drywall Helper Drywall Taper Drywall Taper Helper Electrician (Journeyman) Electrician Apprentice (Helper) Electronic Technician Floor Layer Floor Layer Helper Glazier Glazier Helper Insulator Insulator Helper Laborer Common Laborer Skilled Lather Metal Building Assembler Metal Building Assembler Helper Metal Installer (Miscellaneous) Metal Installer Helper (Miscellaneous) Metal Stud Framer Metal Stud Framer Helper Painter Painter Helper Pipefitter Pipefitter Helper Plasterer Plasterer Helper Plumber Plumber Helper Reinforcing Steel Setter Wage Rate $ 25.24 $ 13.67 $ 16.83 $ 12.70 $ 19.45 $ 13.31 $ 10.91 $ 17.75 $ 14.32 $ 17.00 $ 11.00 $ 15.77 $ 11.00 $ 15.27 $ 11.00 $ 15.36 $ -12.54 $ 15.00 $ 11.50 $ 19.63 $ 15.64 $ 20.00 $ 18.00 $ 10.00 $ 21.03 $ 12.81 $ 16.59 $ 11.21 $ 10.89 $ 14.15 $ 12.99 $ 16.00 $ 12.00 $ 13.00 $ 11.00 $ 16.12 $ 12.54 $ 16.44 $ 9.98 $ 21.22 $ 15.39 $ 16.17 $ 12.85 $ 21.98 $ 15A5 $ 12.87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14,15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry (Fall 2012) Independently compiled by the Lane Gorman Trubitt, PiILC Construction Group. The descriptions for the classifications listed are provided on the TEXO's (The Construction Association) website. www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 NC-6o®9 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BEAN CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS City Project No. 102195 Revised July 1, 2-011 GC-6o24 Nondiscrimination THNS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102195 Revised July 1, 2011 GR-01 60 00 Product Requirements THIS PAGE LEF''1[' INTENTIONALLY BLANK CITY OF FORT WORTH MWERR2019 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City project No. 102195 Revised July 1, 2011