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HomeMy WebLinkAboutContract 48736 r C( 11V SECRETARY l CON TACT WO. FORTWORTH 1- f � Water Main Replacements CONTRACT 2016 f City Project No. 100435 art. w"IV Ir, P n > 4 4pMUE 06'_R' �r a ALCM �L' o :. :... ... .. -,. . ..... ,,' •�• • � • tit OFFICIAL RECORD CITY SSCRLrrAKY '1f•wDITr'H,IrX CITY OF FORT WORTH, TEXAS WATER DEPARTMENT WATER MAIN REPLACEMENTS CONTRACT 2016 PROJECT NUMBER: City Project No. 100435 JOHN CARMAN DIRECTOR WATER DEPARTMENT 2016 APPROVED 7/6/16 CHRIS HARDER,P.E.,INTERIM ASSISTANT DIRECTOR, TVA TER DEPARTMENT APPROVED 7m -! Z I C TONY SHOL A,PE., ENGINEERING MANAGER, IVATER DEPARTA NT (�Z-1:i�-0�- - ?-Z-Agg� RECOMME DED DATE FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF Water Main Replacements Contract 2016 City Project No. 100435 Betsy Price David Cooke Mayor City Manager John Carman Director, Water Department August 2016 FORT City of Fort Worth Standard Construction Specification Documents Adopted September 2011 000000 - 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 6 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 - General 01 1100 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Video 013300 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 7123 Construction Staking and Survey 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised February 2, 2016 000000 - 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 02 - Existing Conditions 0241 14 Utility Removal/Abandonment Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 1723 Pavement Markings 3231 13 Chain Fences and Gates 3231 26 Wire Fences and Gates 32 3129 Wood Fences and Gates Division 33 - Utilities 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 12 10 Water Services 1-inch to 2-inch 33 12 11 Large Water Meters 33 1225 Connection to Existing Water Mains 33 1240 Fire Hydrants Division 34—Transportation 3471 13 Traffic Control Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htps://proiectpoint.buzzsaw.com/client/fortworthgov/Resources/02%20- %20Construction%2ODocuments/Specifications Division 02 - Existing Conditions 0241 13 Selective Site Demolition 0241 15 Paving Removal Division 03 —Concrete 03 3000 Cast-In-Place Concrete 0334 13 Controlled Low Strength Material (CLSM) 03 34 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 26 - Electrical 26 05 00 Common Work Results for Electrical 2605 10 Demolition for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems Division 31 - Earthwork 31 10 00 Site Clearing 31 23 16 Unclassified Excavation 31 23 23 Borrow 31 2400 Embankments 31 2500 Erosion and Sediment Control 31 3600 Gabions CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised February 2, 2016 000000 - 3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 31 37 00 Riprap Division 32 - Exterior Improvements 3201 29 Concrete Paving Repair 32 11 23 Flexible Base Courses 32 1129 Lime Treated Base Courses 32 1133 Cement Treated Base Courses 32 11 37 Liquid Treated Soil Stabilizer 32 12 16 Asphalt Paving 32 1273 Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants 32 1416 Brick Unit Paving 32 1613 Concrete Curb and Gutters and Valley Gutters 32 1725 Curb Address Painting 32 32 13 Cast-in-Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydro-Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 3303 10 Bypass Pumping of Existing Sewer Systems 33 04 10 Joint Bonding and Electrical Isolation 33 04 11 Corrosion Control Test Stations 33 04 12 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 3305 10 Utility Trench Excavation, Embedment, and Backfill 3305 12 Water Line Lowering 3305 13 Frame, Cover and Grade Rings 3305 16 Concrete Water Vaults 3305 17 Concrete Collars 33 05 20 Auger Boring 33 05 21 Tunnel Liner Plate 33 05 22 Steel Casing Pipe 33 05 23 Hand Tunneling 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 1105 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 33 1114 Buried Steel Pipe and Fittings 33 1220 Resilient Seated Gate Valve 33 1221 AWWA Rubber-Seated Butterfly Valves 33 1230 Combination Air Valve Assemblies for Potable Water Systems CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised February 2, 2016 000000 - 4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 33 1250 Water Sample Stations 33 1260 Standard Blow-off Valve Assembly 3331 12 Cured in Place Pipe (CIPP) 3331 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 3331 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 33 31 22 Sanitary Sewer Slip Lining 33 31 23 Sanitary Sewer Pipe Enlargement 3331 50 Sanitary Sewer Service Connections and Service Line 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 3339 10 Cast-in-Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 39 30 Fiberglass Manholes 33 39 40 Wastewater Access Chamber(WAC) 33 39 60 Epoxy Liners for Sanitary Sewer Structures 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 3341 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 3341 12 Reinforced Polyethlene (SRPE) Pipe 33 46 00 Subdrainage 33 46 01 Slotted Storm Drains 33 46 02 Trench Drains 33 49 10 Cast-in-Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34 -Transportation 3441 10 Traffic Signals 3441 10.01 Attachment A— Controller Cabinet 3441 10.02 Attachment B—Controller Specification 3441 10.03 Attachment C—Software Specification 3441 11 Temporary Traffic Signals 3441 13 Removing Traffic Signals 3441 15 Rectangular Rapid Flashing Beacon 3441 16 Pedestrian Hybrid Signal 34 41 20 Roadway Illumination Assemblies 34 41 20.01 Arterial LED Roadway Luminaires 34 41 20.02 Freeway LED Roadway Luminaires 34 41 20.03 Residential LED Roadway Luminaires 34 41 30 Aluminum Signs Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised February 2, 2016 l 00OU00 ' 5 ^ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5of6 o END OF SECTION - CITY ()FFORT WORTH MVVR2016 k STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number1O043S M&C Review Page Iof2 Official site ofthe City ofFort Worth,Texas 01" FORT W07T I UITY COUNCIL AGENDA _---- ==' COUNCIL ACTION: Approved on 1/24/2017 Ordinance No. 22579'01'2017 _--=—= OO��VVR2018- DATE' 1/2�2017 F�EFEF{E;J��EyJ[� ' C'28OQ1 LC){� @AK8E' ' '' ' C|RCLEC NON- PUBLIC CODE: C TYPE' N[] ' ' CONSENT HEARING: SUBJECT: Authorize Execution of a Contract with William J. Schultz Inc. d/b/a Circle C Construction Company, in the Amount of$1,000,000.00 for Water Replacements Contract 2016, Provide for Additional Project Costs for e Project Total |n the Amount of$1,210,000.00 and Adopt Appropriation Ordinance (ALL COUNCIL DISTRICTS) RECOMMENDATION: |tisrecommended that the City Council: 1. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Replacements Contract 2U10 ofthe Water Capital Fund |nthe amount of$1'21U.O0O.00 from available funds; and 2. Authorize execution of contract with William J. Schultz Inc. d/b/a Circle C Construction Company, in the amount of$1,000,000.00 for Water Replacements Contract 2016 which includes two optional renewals (City Project No. 1OO435). DISCUSSION: The work to be performed under this contract consists of replacing and/or relocating water mains, sen/|oee and other pertinent construction required to provide water service to individual customers or developers. This project vvaaadvertisedforbidon8eptember1. 2010ondSeptennber8' 2O18 /ntheFort1Worth and onSeptember 2Q. 2O1O, the following bids were received: Bidder Amount Time of Completion William J. Schultz Inc. d/b/a Circle C Construction Company $2,951,075.00 ar Days Tejas Commercial Construction, LLC $3,064,275.00 Atkins Brothers $5,002,450.00 In addition to the contract amount $210,000.00 is requested for design, survey, material testing and inspection. 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 $1.000'000.00. Final payments will be made based onactual measured quantities. The bid documents also included astipulation giving the City the option to renew (subject to appropriated funding) this contract two times under the same terms, conditions and unit prices. This project vviUhovenninnpoctontheVVotorDepadnnent'soperationbudgotvvhen completed, Construction |oexpected tostart March 2017and becompleted byMarch 2U18orwhen the contract amount |eexhausted. M&C Review Page 2 of 2 M/WBE OFFICE: William J. Schultz Inc. d/b/a Circle C Construction Company is in compliance with the City's BIDE Ordinance by committing to zero percent MBE participation and documenting good faith effort. William J. Schultz Inc. d/b/a Circle C Construction Company identified several subcontracting and supplier opportunities. However, the MBE's contracted in the areas identified did not submit the lowest bids. The City's MBE goal on this project is seven percent. This project is located in ALL COUNCIL DISTRICTS. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Water Capital Fund. The Fiscal Year 2017 Water Operating Fund Budget includes appropriations of$21,060,000.00 for the purpose of providing Pay-As-You-Go funding for Water Capital Projects. After this transfer for Fiscal Year 2017, the balance will be $18,727,232.00. Appropriations for Water Replacements Contract 2016 Project by Fund will consist of the following: ExistingAdditional FUND Appropriations Appropriations Project Total* Water Capital Fund 56002 $0.00 11 $1,210,000.00 $1,210,000.00 Project Total $0.00 $1,210,000.00 $1,210,000.00 *Numbers rounded for presentation purposes. TO i Fund Department Account Project 1 Program Activity Budget Reference# Amount ID + ID Year (Chartfield 2) FROM Fund Department Account Project Program Activity Budget i Reference# Amount i ID _ ID j Year Chartfield 2) Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: John Carman (8246) Additional Information Contact: Adolfo Lopez (7829) ATTACHMENTS 60MWR2016 CIRCLE C 1295 Form CPN100435.pdf 60MWR2016-CIRCLEC WATER CAP 56002 A017.docx htfn•//antic nfamPt nr•a/rrnmril raviaxv /7d/7(11 7 1/)' /P)01 7 C-28091 - C CERTIFICATE OF INTERESTED PARTIES FORM 1295 1of1 Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2016-138420 William J Schultz Inc dba Circle C Construction Company Fort Worth,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 11/18/2016 being filed. City of Fort Worth Date Acknowl ged: -A ( , rl-- - 3 Provide the identification number used by the governmental entity or state agency to track or identify the cont ct,and provide a description of the services,goods,or other property to be provided under the contract. 100435 Water Main Replacements Contract 2016 Nature of interest 4 Name of Interested Party City,State,Country(place of business) (check applicable) Controlling Intermediary Skelly, Teresa Fort Worth,TX United States X 5 Check only if there is NO Interested Party. ❑ 6 AFFIDAVIT I swear,or affirm,under penalty of perjury,that the above disclosure is true and correct. aY P"I", MICHELE S.LANKFORD Notary Public *( *= STATE OF TEXAS Notary ID B 1175948-6 qf�or apt, My Comm.Exp.Octobor7.2o19 Signature of authorized agent of onlracting business entity AFFIX NOTARY STAMP/SEAL ABOVE p 1 L Sworn to and subscribed before me,by the said h��G5�1. C✓�l I U this the O ` day of b 20 I Lp_,to certify which,witness my hand and seal of office. ►'c h e LanIC Signature of officer administering oat r Printed name of officer administering oath Title of officer administering oath Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.277 v r a e a m � v o" o a I a a � a • • • • • • • • • •CD Ln • • • • • • • • • • • • • • • • • o E_ • • • • • • 0 • E Q • . .. Q • zz� a` a` _H �0 fO t0 v m � 0 m fr > > a a • • • . . • • • a • 0 . • . • g u . . L d • • • • • • • • • • • • • • • • . . • G • . • • • O a a LLJc • • Lo • • • • c • • • co Ln m LD • • • • • • • • • • • • o u u Q • Q • r1iaro m cn m m m m m m m m m ma a • • • • • • • • • • • • • a 0 4 • • • • • • • • • • • • • 0 • • • 'C • • • • • • • • • • • • • 'O • O O 0 O O 0 O O r I IIr O N O 00 C2 O O d C7 ,It O O T O 0 CDLOLO O co It O O C) N O O O L N � 0085 15 - 1 ^ ADDENDA Page 1of1 l SECTION 80851G ` � 2 ADDENDA U 4 � J 7 y 10 � (1 12 |3 K 14 |5 |6 / |7 ° |8 � » 19 " 20 � 21 y 22 ' 23 END OF SECTION CITY OFFORT WORTH [4VVR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 1UU435 U Revised July 1, 2011 001113 - 1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of Water Main Replacements Contract 2016, City Project 5 Number 100435 will be received by the City of Fort Worth Purchasing Office: 6 7 City of Fort Worth 8 Purchasing Division 9 1000 Throckmorton Street 10 Fort Worth, Texas 76102 11 until 1:30 P.M. CST, Thursday, September 29, 2016, and bids will be opened publicly and read 12 aloud at 2:00 PM CST in the Council Chambers. 13 14 GENERAL DESCRIPTION OF WORK 15 The major work will consist of the (approximate) following: 6"— 24"water mains and water 16 services. 17 18 OPTION TO RENEW 19 The City has the right to renew this contract for two (2) one-year terms/expenditures of 20 $1,000,000.00 under the same terms, conditions, and unit prices. The City shall give at least sixty 21 (60) days notice prior to the expiration of this contract, determined as one year from the date of 22 execution, or of an option period, or a like notice at such a time as there is less than $10,000.00 23 left unexpended. 24 25 PREQUALIFICATION 26 The improvements included in this project must be performed by a contractor who is pre- 27 qualified by the City at the time of bid opening. The procedures for qualification and pre- 28 qualification are outlined in the Section 00 21 13 —INSTRUCTIONS TO BIDDERS. 29 30 DOCUMENT EXAMINATION AND PROCUREMENTS 31 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of 32 Fort Worth's Purchasing Division website at.http://www.fortworthciov.orci/purchasin_qZ and 33 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 34 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 35 suppliers. The contractor is required to fill out and notarize the Certificate of 36 Interested Parties Form 1295 and the form must be submitted to the Project 37 Manager before the contract will be presented to the City Council. The form can be 38 obtained at httas://www.ethics.state.tx.us/tec/1295-Info.htm . 39 40 Copies of the Bidding and Contract Documents may be picked up from Fort Worth Water Dept., 41 Design Services Section, 927 Taylor St., Fort Worth, Texas, 76102. 42 43 There is no cost for the Bidding and Contract Documents. 44 45 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 46 City reserves the right to waive irregularities and to accept or reject bids. 47 48 49 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 23, 2015 00 11 13 - 2 INVITATION TO BIDDERS Page 2 of 2 1 2 3 INQUIRIES 4 All inquiries relative to this procurement should be addressed to the following: 5 Attn: Adolfo Lopez, City of Fort Worth 6 Email: Adolfo.LopezCBfortworthtexas.gov 7 Phone: (817)392-7829 8 AND/OR 9 Attn: Jim Deeter, City of Fort Worth 10 Email: Jim.Deeter@fortworthtexas.gov 11 Phone: (817)392-7803 12 13 ADVERTISEMENT DATES 14 September 1, 2016 15 September 8, 2016 16 17 END OF SECTION CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 23, 2015 0021 13 - 1 INSTRUCTIONS TO BIDDERS Page 1 of 10 1 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 1.1.Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 7 - GENERAL CONDITIONS. 8 9 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings 10 indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation 13 acting directly through a duly authorized representative, submitting a bid for 14 performing 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 1.2.3. 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 making 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 prequalified for the work types 36 requiring prequalification 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 https://projectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 42 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPaving% 43 20Contractor%20PrequaIification%20Program/PREOUALIFICATION%20REQUIREM 44 ENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 45 46 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; 47 https://projectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 48 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPaving% 49 20Contractor%20Preq uaIification%20Program/PREQUALIFICATION%20REQUIREM 50 ENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 51 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised August 21, 2015 002113 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 10 1 3.1.3. Water and Sanitary Sewer— Requirements document located at; 2 https://proiectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 3 %20Construction%2ODocuments/Contractor%2OPregualification/Water%20and%2 4 OSanitary%2OSewer%2OContractor%2OPrequalification%2OProgram/WSS%20preq 5 ual%20requirements.doc?public 6 7 8 3.2.Each Bidder unless currently prequalified, must be prepared to submit to City within 9 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 10 45 11, BIDDERS PREQUALIFICATIONS. 11 12 3.2.1. Submission of and/or questions related to prequalification should be addressed 13 to the City contact as provided in Paragraph 6.1. 14 15 16 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent 17 low bidder(s) for a project to submit such additional information as the City, in its sole 18 discretion may require, including but not limited to manpower and equipment records, 19 information about key personnel to be assigned to the project, and construction 20 schedule, to assist the City in evaluating and assessing the ability of the apparent low 21 bidder(s) to deliver a quality product and successfully complete projects for the amount 22 bid within the stipulated time frame. Based upon the City's assessment of the submitted 23 information, a recommendation regarding the award of a contract will be made to the 24 City Council. Failure to submit the additional information, if requested, may be grounds 25 for rejecting the apparent low bidder as non-responsive. Affected contractors will be 26 notified in writing of a recommendation to the City Council. 27 28 3.4.In addition to prequalification, additional requirements for qualification may be required 29 within various sections of the Contract Documents. 30 31 3.5.Special qualifications required for this project include the following: 32 33 The Time of Completion of each individual work order in an essential element of this 34 contract. Each work order issued will have the maximum allowed number of calendar 35 days allowed for the completion of that specific work. 36 Single or several Work Orders may be issued at one time. The Contractor shall initiate 37 work within seven (7) working days of the date the Work Order is issued to the 38 Contractor, and continue work on the Work Order until it has been completed, not 39 including paving. The Contractor shall furnish and supply sufficient equipment and 40 personnel to complete the Work Order in the amount of time provided for in the Work 41 Order. Should the Contractor fail to start any Work Order within the time specified, he 42 shall add the necessary work crews and equipment to prosecute the work to complete 43 the Work Order or Work Orders in the time provided therefore. Should the contractor fail 44 to complete an individual work order in the given amount of calendar days as specified 45 on each individual work order, liquidated damage charges will be subtracted from the 46 final pay estimate of that particular work order. The estimated amount for each particular 47 work order will be used for determining the amount of damages charged per calendar 48 day of time exceeding the specified amount. 49 50 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 51 52 4.1.Before submitting a Bid, each Bidder shall: 53 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised August 21, 2015 002113 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 10 1 4.1.1. Examine and carefully study the Contract Documents and other related data 2 identified in the Bidding Documents (including "technical data" referred to in 3 Paragraph 4.2. below). No information given by City or any representative of the 4 City other than that contained in the Contract Documents and officially 5 promulgated addenda thereto, shall be binding upon the City. 6 7 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local 8 and site conditions that may affect cost, progress, performance or furnishing of the 9 Work. 10 11 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 12 progress, performance or furnishing of the Work. 13 - 14 4.1.4. 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 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all 23 of 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 26 Contract Documents just as though such addenda were actually written into the 27 original Contract Documents. No information given by the City other than that 28 contained in the Contract Documents and officially promulgated addenda thereto, 29 shall be binding upon the City. 30 31 4.1.6. Perform independent research, investigations, tests, borings, and such other 32 means as may be necessary to gain a complete knowledge of the conditions which 33 will be encountered during the construction of the project. On request, City may 34 provide 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 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting 40 the cost of doing the Work, time required for its completion, and obtain all 41 information required to make a proposal. Bidders shall rely exclusively and solely 42 upon their own estimates, investigation, research, tests, explorations, and other 43 data which are necessary for full and complete information upon which the 44 proposal is to be based. It is understood that the submission of a proposal is prima- 45 facie evidence that the Bidder has made the investigation, examinations and tests 46 herein required. Claims for additional compensation due to variations between 47 conditions actually encountered in construction and as indicated in the Contract 48 Documents will not be allowed. 49 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised August 21, 2015 002113 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 10 1 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 2 between the Contract Documents and such other related documents. The 3 Contractor shall not take advantage of any gross error or omission in the Contract 4 Documents, and the City shall be permitted to make such corrections or 5 interpretations as may be deemed necessary for fulfillment of the intent of the 6 Contract Documents. 7 8 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 9 10 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous 11 to the site which have been utilized by City in preparation of the Contract 12 Documents. The logs of Soil Borings, if any, on the plans are for general 13 information only. Neither the City nor the Engineer guarantee that the data shown 14 is representative of conditions which actually exist. 15 16 4.2.2. those drawings of physical conditions in or relating to existing surface and 17 subsurface structures (except Underground Facilities) which are at or contiguous to 18 the site that have been utilized by City in preparation of the Contract Documents. 19 20 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 21 on request. Those reports and drawings may not be part of the Contract 22 Documents, but the "technical data" contained therein upon which Bidder is entitled 23 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 24 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 25 responsible for any interpretation or conclusion drawn from any "technical data" or 26 any other data, interpretations, opinions or information. 27 28 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 29 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 30 exception the Bid is premised upon performing and furnishing the Work required by the 31 Contract Documents and applying the specific means, methods, techniques, sequences 32 or procedures of construction (if any) that may be shown or indicated or expressly 33 required by the Contract Documents, (iii) that Bidder has given City written notice of all 34 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 35 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 36 etc., have not been resolved through the interpretations by City as described in 37 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 38 and convey understanding of all terms and conditions for performing and furnishing the 39 Work. 40 41 4.4.The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 42 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 43 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 44 Documents. 45 46 47 48 49 50 51 52 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised August 21, 2015 002113 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 10 1 S. Availability of Lands for Work, Etc. 2 3 5.1.The lands upon which the Work is to be performed, rights-of-way and easements for 4 access thereto and other lands designated for use by Contractor in performing the Work 5 are identified in the Contract Documents. All additional lands and access thereto 6 required for temporary construction facilities, construction equipment or storage of 7 materials and equipment to be incorporated in the Work are to be obtained and paid for 8 by Contractor. Easements for permanent structures or permanent changes in existing 9 facilities are to be obtained and paid for by City unless otherwise provided in the 10 Contract Documents. 11 12 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are 13 listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary 14 right-of-way, easements, and/or permits are not obtained, the City reserves the right to 15 cancel the award of contract at any time before the Bidder begins any construction work 16 on the project. 17 18 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 19 way, easements, and/or permits, and shall submit a schedule to the City of how 20 construction will proceed in the other areas of the project that do not require permits 21 and/or easements. 22 23 6. Interpretations and Addenda 24 25 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 26 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 27 received after this day may not be responded to. Interpretations or clarifications 28 considered necessary by City in response to such questions will be issued by Addenda 29 delivered to all parties recorded by City as having received the Bidding Documents. 30 Only questions answered by formal written Addenda will be binding. Oral and other 31 interpretations or clarifications will be without legal effect. 32 33 Address questions to: 34 35 City of Fort Worth 36 1000 Throckmorton Street 37 Fort Worth, TX 76102 38 Attn: Adolfo Lopez, Fort Worth Water Department 39 Fax: 817--392-2527 40 Email: Adolfo.Lopez@aforlworthtexas.gov 41 Phone: 817-302-7829 42 43 44 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 45 City. 46 47 6.3.Addenda or clarifications may be posted via Buzzsaw at <Insert Link to Documents>. 48 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised August 21, 2015 002113 - 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 Final 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 43 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020-12- 44 2011 (as amended), the City has goals for the participation of minority business 45 and/or small business enterprises in City contracts. A copy of the Ordinance can be 46 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 47 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 48 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint Venture 49 Form as appropriate. The Forms including documentation must be received by the 50 City no later than 5:00 P.M. CST five (5) business days after the bid opening date. 51 The Bidder shall obtain a receipt from the City as evidence the documentation was 52 received. Failure to comply shall render the bid as non-responsive. 53 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised August 21, 2015 002113 - 7 INSTRUCTIONS TO BIDDERS Page 7 of 10 1 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 2 or organization against whom Contractor has reasonable objection. 3 4 12. Bid Form _ 5 6 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 7 obtained from the City. 8 9 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 10 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 11 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 12 price item listed therein. In the case of optional alternatives, the words "No Bid," 13 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 14 written in ink in both words and numerals, for which the Bidder proposes to do the 15 work contemplated or furnish materials required. All prices shall be written legibly. In 16 case of discrepancy between price in written words and the price in written 17 numerals, the price in written words shall govern. 18 19 12.3. Bids by corporations shall be executed in the corporate name by the president or a 20 vice-president or other corporate officer accompanied by evidence of authority to 21 sign. The corporate seal shall be affixed. The corporate address and state of 22 incorporation shall be shown below the signature. 23 24 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 25 partner, whose title must appear under the signature accompanied by evidence of 26 authority to sign. The official address of the partnership shall be shown below the 27 signature. 28 29 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 30 member and accompanied by evidence of authority to sign. The state of formation 31 of the firm and the official address of the firm shall be shown. 32 33 12.6. Bids by individuals shall show the Bidder's name and official address. 34 35 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 36 indicated on the Bid Form. The official address of the joint venture shall be shown. 37 38 12.8. All names shall be typed or printed in ink below the signature. 39 40 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 41 which shall be filled in on the Bid Form. 42 43 12.10. Postal and e-mail addresses and telephone number for communications regarding 44 the Bid shall be shown. 45 46 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 47 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance to 48 State Law Non Resident Bidder. 49 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised August 21, 2015 002113 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 10 1 13.Submission of Bids 2 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at 3 the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to 4 City Manager of the City, and shall be enclosed in an opaque sealed envelope, marked with 5 the City Project Number, Project title, the name and address of Bidder, and accompanied by 6 the Bid security and other required documents. If the Bid is sent through the mail or other 7 delivery system, the sealed envelope shall be enclosed in a separate envelope with the 8 notation "BID ENCLOSED" on the face of it. 9 10 14.Modification and Withdrawal of Bids 11 12 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 13 withdrawn prior to the time set for bid opening. A request for withdrawal must be 14 made in writing by an appropriate document duly executed in the manner that a Bid 15 must be executed and delivered to the place where Bids are to be submitted at any 16 time prior to the opening of Bids. After all Bids not requested for withdrawal are 17 opened and publicly read aloud, the Bids for which a withdrawal request has been 18 properly filed may, at the option of the City, be returned unopened. 19 20 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 21 time set for the closing of Bid receipt. 22 23 15.Opening of Bids 24 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 25 abstract of the amounts of the base Bids and major alternates (if any) will be made available 26 to Bidders after the opening of Bids. 27 28 16. Bids to Remain Subject to Acceptance 29 All Bids will remain subject to acceptance for the time period specified for Notice of Award 30 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 31 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 32 33 17.Evaluation of Bids and Award of Contract 34 35 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 36 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 37 and to reject the Bid of any Bidder if City believes that it would not be in the best 38 interest of the Project to make an award to that Bidder, whether because the Bid is 39 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 40 meet any other pertinent standard or criteria established by City. City also reserves 41 the right to waive informalities not involving price, contract time or changes in the 42 Work with the Successful Bidder. Discrepancies between the multiplication of units 43 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 44 between the indicated sum of any column of figures and the correct sum thereof will 45 be resolved in favor of the correct sum. Discrepancies between words and figures 46 will be resolved in favor of the words. 47 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised August 21, 2015 002113 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 10 1 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 2 among the Bidders, Bidder is an interested party to any litigation against City, 3 City or Bidder may have a claim against the other or be engaged in litigation, 4 Bidder is in arrears on any existing contract or has defaulted on a previous 5 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 6 Bidder has uncompleted work which in the judgment of the City will prevent or 7 hinder the prompt completion of additional work if awarded. 8 9 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 10 other persons and organizations proposed for those portions of the Work as to which 11 the identity of Subcontractors, Suppliers, and other persons and organizations must 12 be submitted as provided in the Contract Documents or upon the request of the City. 13 City also may consider the operating costs, maintenance requirements, performance 14 data and guarantees of major items of materials and equipment proposed for 15 incorporation in the Work when such data is required to be submitted prior to the 16 Notice of Award. 17 18 17.3. City may conduct such investigations as City deems necessary to assist in the 19 evaluation of any Bid and to establish the responsibility, qualifications, and financial 20 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 21 organizations to perform and furnish the Work in accordance with the Contract 22 Documents to City's satisfaction within the prescribed time. 23 24 17.4. Contractor shall perform with his own organization, work of a value not less than 25 35% of the value embraced on the Contract, unless otherwise approved by the City. 26 27 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 28 responsive Bidder whose evaluation by City indicates that the award will be in the 29 best interests of the City. _ 30 31 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 32 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 33 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 34 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain 35 a comparable contract in the state in which the nonresident's principal place of 36 business is located. 37 38 39 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to 40 be awarded, City will award the Contract within 90 days after the day of the Bid 41 opening unless extended in writing. No other act of City or others will constitute 42 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 43 the City. 44 45 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 46 47 48 49 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised August 21, 2015 0021 13 - 10 INSTRUCTIONS TO BIDDERS Page 10 of 10 1 18.Signing of Agreement 2 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 3 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 4 Contractor shall sign and deliver the required number of counterparts of the Agreement to 5 City with the required Bonds, Certificates of Insurance, and all other required documentation. 6 City shall thereafter deliver one fully signed counterpart to Contractor. 7 8 9 10 END OF SECTION CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised August 21, 2015 00 35 13 - 1 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 1 1 SECTION 00 35 13 2 CONFLICT OF INTEREST AFFIDAVIT 3 4 Each bidder, offeror, or respondent (hereinafter also referred to as"you") to a City of Fort Worth 5 (also referred to as"City") procurement are required to complete Conflict of Interest 6 Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure 7 Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the 8 Bidder has on file with the City Secretary the required documentation and is eligible to bid on City 9 Work. The referenced forms may be downloaded from the website links provided below. 10 Il http://www.ethics.state.tx.us/forms/CI0.pdf 12 13 http://www.ethics.state.tx.us/forms/CIS.pdf 14 15 © CIQ Form is on file with City Secretary 16 17 0 CIQ Form is being provided to the City Secretary 18 19 0 CIS Form is on File with City Secretary 20 21 0 CIS Form is being provided to the City Secretary 22 23 24 25 BIDDER: 26 William 3 Schultz Inc dba Circle C 27 Construction Company Teresa S Skelly 28 By: 29 Company (Please Print) 30 PO Box 40328 31 Signature: ._tom ". cfcr/� 32 Address 33 Fort Worth, Texas 76140 Vice President 34 Title: 35 City/State/Zip (Please Print) 36 37 38 END OF SECTION CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised March 27, 2012 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Water Main Replacements contract 2016 City Project No.: 100435 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. = 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt,fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: µ- 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 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook.xls 0041 00 BID FORM Page 2 of 3 3. Prequalification 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. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. Total Bid �8"e�' i Rs-1 407S, a 7. Bid Submittal This Bid is submitted on 5- Y3?;o#404�16by the entity named below. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.xls 0041 00 BID FORM Page 3 of 3 Respectfully submitted, Receipt is acknowledged of the Initial following Addenda: By: Addendum No. 1: (Signature) Addendum No. 2: Addendum No. 3: T�soS.r/"//y Pr , . . ,are Addendum No. 4: (Printed Name) Title: Title Here 15j'e"�iri o�.•/I Company: Company Name HereCorporate Seal: Address: Address Here p.p. mor 01103aR Address Here or Space City, State Zip Code Here fai�l✓ai/�ij/�./ 710�1y0 State of Incorporation: State Here TxOs Email: Your Email Address Heres���/��C//G�r!'o�S�i�icoi�, !G� Phone: Your Phone Number Here p/7-Z93-/d�3 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.xls ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 1. 0170.0102 100 Ea. Work Order Mobilization 01 7000 $ 2000 $ 200000 G Per Each: // !Pewo 4,act ran of Dollars and "0 Cents 2. 0170.0103 10 Ea. Work Order Emergency Mobilization 01 7000 0 O O O $ 3000 $ 30000 Per Each: e1 // Thii1 �howxti,?cl Dollars and 'n U Cents 3. 3311.0061 200 Lf. 4" PVC Water Pipe 33 1112 $ J y 00 $ 7,00,0 , G Per Linear Foot: ¢��'� J`y �'�•� Dollars and o Cents 4. 3311.0161 800 Lf. 6" PVC Water Pipe 33 11 12 $ 2 ©G $33�4G 00 Per Linear Foot: f Dollars and o o Cents 5. 3311.0261 1600 Lf. 8" PVC Water Pipe 33 11 12 00 C C Per Linear Foot: T/ KAx Dollars and 44 Cents 6. 3311.0361 400 Lf. 10" PVC Water Pipe 33 1112 00 00 $ S $ 23200 Per Linear Foot: �eq4 Pi h Dollars and n e Cents 7. 3311.0461 400 Lf. 12" PVC Water Pipe 33 11 12 $ 7oa 00 /,?Q0 Per Linear Foot: X,heven ly e/o;i Dollars and Cents 8. 3311.0461 500 Lf. 16" PVC Water Pipe 33 it 12 G $ 6k> Per Linear Foot: elq,/,v //y,G Dollars and 4b 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 9. 3311.0561 200 Lf. 24" PVC Water Pipe 33 1112 ® � 19000 0 G Per Linear Foot: ni„d:4 X.;.e- Dollars an�n 0 Cents 10. 3311.0051 100 Lf. 4" DIP Water 33 1110 $ SO OG 1 ,5722 00 G Per Linear Foot: / // Dollars and //70 Cents 11. 3311.0151 100 Lf. 6" DIP Water 33 1110 G 0 0 $ Go $ 6000 Per Linear Foot: Dollars and Cents 12. 3311.0251 100 Lf. 8" DIP Water 33 1110 0 � $ /SOO 00 Per Linear Foot: --fioW i Dollars and Cents 13. 3311.0351 100 Lf. 10" DIP Water 33 11 10 $ - 0 $ O O 0 Per Linear Foot: S1vtav t Dollars and 40 Cents 14. 3311.0451 100 Lf. 12" DIP Water 33 11 10 a Per Linear Foot: Dollars and t> Cents 15. 3311.0551 100 Lf. 16" DIP Water 33 11 10 $ ��. 00$ 00 O C Per Linear Foot: p/!d ��.�Ai�c��'v� Dollars and .70 Cents D 16. 3311.0551 100 Lf. 24" DIP Water 33 11 10 $ /S0 O /�ODO OC Per Linear Foot: // 1 GVle Dollars and n Cents B-2 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. Qom. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 17. 500 Lf. 16" Pretensioned Conc. Cylinder Pipe a / Per Linear Foot:p,,,7,e Dollars and 12e Cents 18. 500 Lf. 24" Pretensioned Conc. Cylinder Pipe O o a c $ /76 $ f'S"000 Per Linear Foot: evm 4, �ollars and /710 Cents 19. 3305.2002 50 Lf. 4" Water Carrier Pipe(DI w/SS Casing 33 05 24 '00 p a Spacers) $ t?/s' $ 22,5"Q Per Linear Foot: i f✓t Dollars and /!0 Cents 20. 3305.2002 50 Lf. 6" Water Carrier Pipe(DI w/SS Casing 33 05 24 Spacers) $ SP $3z�0 Per Linear Foot: J%r f ✓c Dollars and d Cents 21. 3305.2002 50 Lf. 8" Water Carrier Pipe (DI w/SS Casing 33 05 24 00 0 O Spacers) $ 75" $37.5 6 Per Linear Foot: dG Dollars and 4 a Cents 22. 3305.2003 50 Lf. 10"Water Carrier Pipe (DI w/SS Casing 3305 24 00 O C Spacers) $ y2�� Per Linear Foot: C?/g _ /�✓e Dollars and d Cents 23. 3305.2004 50 Lf. 12"Water Carrier Pipe (DI w/SS Casing 33 05 24 O d 06 Spacers) $ $ y7,50 Per Linear Foot: /9 i�r fy f i dG Dollars and ny 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. 3305.2005 50 Lf. 16"Water Carrier Pipe(DI w/SS Casing 33 05 24 00 00 Spacers) $ $ G,$"D 0 Per Linear Foot: Dollars and r v Cents 25. 3305.2005 50 Lf, 24"Water Carrier Pipe(DI w/SS Casing 33 05 24 00 O U Spacers) $ /.�D $ 7s-o U Per Linear Foot: X4,w Dollars and 09u Cents 26. 3305.1002 50 Lf. 16"Casing By Open Cut(Welded Steel) 33 05 22 00 00 $ A00 $ SOO D Per Linear Foot: on 41 h wn felo d° Dollars and '070 Cents 27. 3305.1003 50 Lf. 20"Casing By Open Cut(Welded Steel) 33 0522 p D 00 $ /Zo $ GoOo Per Linear Foot: phi A -vi,a�i���.rirnfyDollars and Cents 28. 3305.1004 50 Lf. 24" Casing By Open Cut(Welded Steel) 33 05 22 D U 00 Per Linear Foot: Dollars and /V U Cents 29. 3305.1005 50 Lf. 30"Casing By Open Cut(Welded Steel) 33 0522 '10 0 d $ /Go $ o 00 0 Per Linear Foot: 017,e X&-ooiie%ri�l`r� Dollars Ly- and n a rCents 30. 3305.1006 50 Lf, 36"Casing By Open Cut(Welded Steel) 33 05 22 49 O $ Zoo $ 457,000 Per Linear Foot: 1eL, wo Assr, :�--te--1 Dollars and ell o Cents B-4 ITEM BIO LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 31. 3305.1102 50 Lf. 16" Casing By Other Than Open Cut 33 05 22 G d 00 (Welded Steel w/Grout) $ y00 $ ?0000 Per Linear Foot: /;,w-A.,�,a Dollars and elp ej Cents 32. 3305.1103 50 Lf. 20" Casing By Other Than Open Cut 33 0522 G O o a (Welded Steel w/Grout) $ Yi5^O $ Per Linear Foot: TOui han�i�� �fv Dollars and -7 D Cents 33. 3305.1104 50 Lf. 24" Casing By Other Than Open Cut 33 05 22 0 o a L (Welded Steel w/Grout) $ �, o $ ZZ.SO O Per Linear Foot: �Oiii Har�c✓i����f Dollars and ,., u Cents 34. 3305.1105 50 Lf. 30" Casing By Other Than Open Cut 33 05 22 c U p G (Welded Steel w/Grout) $ F�S'p $ ZZS'00 Per Linear Foot: tteiyt Z.-O ���sl'lu Dollars and ,�g o Cents 35. 3305.1106 50 Lf. 36"Casing By Other Than Open Cut 33 05 220 O (Welded Steel w/Grout) �pp o $ $ Y000 Per Linear Foot: j-/,", Dollars and o Cents 36. 3312.3001 20 Ea. 4" Gate Valve 33 12 20 00 O d $ (So $ /3000 Per Each: , Dollars and n O Cents 37. 3312.3002 25 Ea. 6" Gate Valve 33 1220 0 0 dd $ aSa $ Z/ZSO Per Each: o I I a r s an n 0 Cents B-5 ITEM UID LIST DESCRIPTION OF ITEMS WITH UID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 38. 3312.3003 25 Ea. 8" Gate Valve 33 1220 o o O p $ /Zoa $ 30000 Per Each: O/7C 7l�OtrdO/��' fi✓a li.vn�i-i� Dollars and _7 y Cents 39. 3312.3004 10 Ea. 10" Gate Valve 33 1220 0 0 0o p $ /0 0 0 $ /8000 Per Each: c,S a,, Dollars a n d Cents 40. 3312.3005 10 Ea. 12"Gate Valve 33 1220 0 o $ 2Dd U $ ZOO o O Per Each: //// G A T 4v evjla o 071 Dollars and "24 Cents 41. 3312.3006 5 Ea. 16" Gate Valve w/Vault 33 122000 220Oo 0 `' $ /07000 $ s0000 Per Each: ;6� uSQ n 411 Dollars -. and A u Cents 00 oC 42. 3312.3006 5 Ea. 24"Gate Valve w/Vault 33 1220 $/Soo0 $ 7S-oo o Per Each: 11-11,04 Dollars and r! y Cents o 43. 3312.3101 5 Ea. 4" Cut-in Gate Valve 33 1220 $ /e D D ' $ 9000 op Per Each: / 490i, /f®cid4n o/ / Pi /1 t 1ss�n a�ii d Dollars an n Cents 44. 3312.3102 5 Ea. 6" Cut-in Gate Valve 33 12 200 a o a $ Zs'D o $ /Z6 0 Per Each:! fl,/O T�Ok�40 ro574o,i Dollars and iJ O Cents � p U 45. 3312.3103 5 Ea. 8" Cut-in Gate Valve / 33 12 20 $�pd0 v $ Per Each: ///u„D 640"Xan o/ Dollars and y 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 46. 3312.3104 5 Ea. 10" Cut-in Gate Valve 33 1220 G °O $3000 $ /.5-o00 Per //Each: Thi lr Tifos<<sAn o� Dollars and n[9 Cents o � 47. 3312.3105 5 Ea. 12" Cut-in Gate Valve 33 1220 s.-?So 220 .- Soy 176-QO Per Each: 1,4o4,Son c/ L'i✓• Xje ,7 ' Dollars and '70 Cents 48. 3312.3106 1 Ea. 16" Cut-in Gate Valve w/Vault 33 1220 DDO ° O Per Each: e�Q`i�r h Thou tor, Dollars and Cents 49. 3312.3106 1 Ea. 24"Cut-in Gate Valve w/Vault 33 1220 O O O 0 s Zloao s ZZ000 Per Each: 7IAIf"Ay Tl.110 44/ou.r4 Dollars and o Cents 50. 0241.1301 5 Ea. Remove 4"Water Valve 0241 14 O $ 80o D $ Per Each: // lAeg ✓e e / Dollars and' no Cents O 51, 0241.1302 5 Ea. Remove 6"Water Valve 0241 14 �QO O y0 DD O O Per Each: P/�/j��a�s�✓�� o� Dollars and .19 u Cents 52. 0241.1303 5 Ea. Remove 8"Water Valve 0241 140 DO O $ p00 $ y000 Per Each: el W1.41.,f A'�-4 Dollars an Cents $ 53. 0241.1304 5 Ea. Remove 10"Water Valve 0241 14 00 0 y000 ° Per Each:: / e Dollars andy 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 54. 0241.1305 5 Ea. Remove 12"Water Valve 02 41 14 $J00 p6 $ 4/,0.6 .0 o O Per Each:/ C/4/0ltwva,:�--e d Dollars and n o Cents 55. 0241.1351 2 Ea. Remove&Salvage 16"Water Valve 0241 14 o O $ Zoov $ ypoo Per Each: Tis Dollars and U Cents 56. 0241.1351 2 Ea. Remove&Salvage 24"Water Valve 02 41 14 O O O $ 000 $ yDOD Per Each: /�✓d {�iNf4H Dollars andy Cents 57. 3311.0001 10 Tn. Ductile Iron Water Fittings < 16" Dia. 33 1111 $ 00 OD OG$,00,9D©a d G Per Ton: O /C�� ��o�.r4,+✓ Dollars and Cents 58. 3311.0001 10 Tn. Ductile Iron Water Fittings 16" Dia. & 33 1111 00 d Larger $ /,0000 $ /DG1�00 Per Ton: T%/s �i�iWsa.� Dollars and n 0 Cents 59, 1 Ls. 16" Conc. Cyl. Pipe Fittings(per 00 c/ 00 attached list) $ �j�Z(,'00 $ yZlidC� Pe Eh Tpi� �s✓e �hovSOn .f%X�iiins✓iia� Dollars and -7o Cents 60. 1 Ls. 24" Conc. Cyl. Pipe Fittings(per o d d C attached list) $ $,$00 $ Pe Each: /JJ / , bNy -P/��TT�dI�rOn o7 1-141,f A00" Dollars and n v Cents 00 0G 61. 3312.0001 20 Ea. Fire Hydrant 33 1240 $ 3S"oo $ 70000 Per Each: �ij�..c f/t!o asv n 11%y 14.11 alo�o0/ Dollars and /* 0 Cents B-8 ITEM UID LIST DESCRIPTION OF ITEMS WITH UID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT o 62. 3305.0101 20 Vf. Fire Hydrant Stem Extension 33 05 14 $ � $ �dd0 Per Vertical Foot: 114.0e ✓ Dollars and .-70 Cents 63. 0241.1510 5 Ea. Salvage Fire Hydrant 0241 14 $ Oo $ y00 O O Per Each:: / �i4�f �hNn�1✓ Dollars and u Cents 64. 3312.1002 1 Ea. 1" Combination Air Valve Assembly for 33 1230 Water $ yppp 04 $ 000 0 0 Per/Each: f0 i A//oAe-for. 0"' Dollars and '07 d Cents 65. 3312.1002 1 Ea. 2" Combination Air Valve Assembly for 33 1230 QO 0 D Water $ SOD6 $ 52%oo Per Each: ',�eTi�yus4n ✓ Dollars and a Cents 66. 3312.1002 1 Ea. 3" Combination Air Valve Assembly for 33 1230 06 00 Water $ $ ,'YO0 Per Each: / rel�,.e fjpuso�.0 ✓� Dollars '✓ and Cents oG d 67. 3312.6002 1 Ea. 4" Blow Off Valve 33 1260 $ OOU $ �',0O O 0 Per Each: ,5�1 / ,r /i�mur4 Dollars and ny Cents 68. 3312.6002 1 Ea. 6" Blow Off Valve 33 1260 O $ 7000 $ 7000 a Per Each: / �ly�h /*40 fon ` Dollars and n o Cents 69. 3312.6002 1 Ea. 8" Blow Off Valve 33 1260 $ 8000 $ OODD 0 Per Each: ,011 A.O &-r oo O'� Dollars an c-) Cents B-9 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 70. 3312.4001 1 Ea. 6"x 4"Tapping Sleeve&Valve 33 12 25 $ oQ $ Z�O6 o a Per Each: 7l" 11 Dollars and Ova Cents 71. 3312.4002 1 Ea. 6"x 6"Tapping Sleeve&Valve 33 1225 $ ZoOU o0$ Zo0o O Per Each: f!.✓o 1,440 MX42wC/ Dollars and n o Cents p0 o Q 72. 3312.4003 1 Ea. 8"x 4"Tapping Sleeve&Valve 33 1225 $ ZZ©O $ Z206 Per Each: 71Zv-o �li�osiJ'Ono� T�✓d /luis/�♦ Dollars and n o Cents o � 73. 3312.4004 1 Ea. 8"x 6"Tapping Sleeve&Valve 33 1225 $ ZSOD $ z�S-00 o O Per Each: wo /,�o AsAn d '✓OXy.,v44* Dollars and ,v G Cents o� 74. 3312.4005 1 Ea. 8"x 8"Tapping Sleeve&Valve 33 1225 $ 300 0 $ 3000 o O Per Each: / Th/ter 1,14"Sive? 0�4 Dollars and /7 to Cents 75. 3312.4101 1 Ea. 10"x 4"Tapping Sleeve&Valve 33 1225 00 d $3000 $ "POO a Per Each: 1,4-er Dollars and A 0 Cents oa 76. 3312.4102 1 Ea. 10"x 6"Tapping Sleeve&Valve 33 1225 $ 3200 $ 3Z0 0 o O Per ch: _live Dollars and ,vy Cents 77. 3312.4103 1 Ea. 10"x 8"Tapping Sleeve&Valve 33 1225 $ ,3iS00 00 $ 3S0 U U Per Each: Dollars and /!d 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 78. 3312.4104 1 Ea. 10"x 10"Tapping Sleeve &Valve 33 1225 Per Each: til/✓r ��os�son d ii1 Dollars an n v Cents 79. 3312.4105 1 Ea. 12"x 4"Tapping Sleeve&Valve 33 1225 $3SOrJ $ 00 o a Per Each: �'�✓ i1s�� ✓d Dollars and ,d a Cents 80. 3312.4106 1 Ea. 12"x 6"Tapping Sleeve&Valve 33 1225 $ O O $ Per Each: ��i/✓e ��aek.ror� .f/y dun../ice d Dollars and lei u Cents 81. 3312.4107 1 Ea. 12"x 8"Tapping Sleeve&Valve 33 12 25 $ O° $380o O Per Each: s �/joNsvn o� C/�14 Dollars and n o Cents 82. 3312.4108 1 Ea. 12"x 10"Tapping Sleeve&Valve 33 12 25 $ DO OO yoo0 D O Per Each: ui Th m 4,S4rn d Dollars and iJ O Cents 83, 3312.4109 1 Ea. 12"x 12"Tapping Sleeve&Valve 33 12 25 $ SAO GD$ y, -ey O 0 Per Each:/ 7 Dollars Oui o//SO� i✓.1 and k? o Cents D� 84. 3312.4110 1 Ea. 16"x 4"Tapping Sleeve&Valve 33 12 25 $ 3S"00 $ Per Each: fi;✓� �.��.✓�� Dollars and Cents 85. 3312.4111 1 Ea. 16"x 6"Tapping Sleeve&Valve 33 1225 $ aO0 00 Per`E ch: / T� Dollars and p a Cents B-11 ITEM BID LIST DESCRIPTION OF ITEMS WITH UID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT o � 86. 3312.4112 1 Ea. 16"x 8"Tapping Sleeve &Valve 33 12 25 $ �S^oo $ ys-DU oO Per Each: p r T�Dli SDA d �..no. Dollars and 2 o Cents 87. 3312.4113 1 Ea. 16"x 10"Tapping Sleeve&Valve 33 1225 $ 41,BO �O $ ,JoO p o G Per ach: } A 7� Ou! T�osr.f.Iwsq� o�-..of Dollars an n a Cents o0 88. 3312.4114 1 Ea. 16"x 12"Tapping Sleeve&Valve 33 1225 �O $ S��o Per Each:// r� 1ifvwdOn o/ Dollars and /7 CJ Cents O 89. 3312.4114 1 Ea. 16"x 16"Tapping Sleeve&Valve 33 12 25 $ �Oo00 O Per Each:: 7,-1/1 Dollars and r2 a Cents D, O 90. 3312.4203 1 Ea. 20"x 8"Tapping Sleeve&Valve 33 12 25 $ $ z!nooa " Per Each: 'rS /, e0&S ow c, Dollars and n r9 Cents 91. 1 Ea. 21"x 8"Tapping Sleeve&Valve Per Each: TuWI/ f`0AIX00 f`�' Dollars and -20 Cents oG a D 92. 3312.4209 1 Ea. 24"x 6"Tapping Sleeve&Valve 33 1225 $ X3000 $ ��pd0 Perr/Each: f/ Tb'� %✓n 7141-PAIS-0-7 .0 Dollars and n a Cents 0o a o 93. 3312.4209 1 Ea. 24"x 8"Tapping Sleeve&Valve 33 1225 $ /cs©eO $/S DDD Per Each: />> fi �Ti�/! Tf�psis4r Dollars and ,n-0 Cents B-12 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 00 94. 3312.4209 1 Ea. 24"x 10"Tapping Sleeve&Valve 33 1225 '040$ OO $ /4;000 Per Each: cS-1-elo o lx lesOw Dollars and .170 Cents oG a p 95. 3312.4209 1 Ea. 24"x 12"Tapping Sleeve&Valve 33 1225 $ /o000 $ 1,ADO Per Each: soor o/Dollars and n do d0 00 96. 3312.4209 1 Ea. 24"x 16"Tapping Sleeve&Valve 33 1225 $ ZZDOO $ZZDD C� Per Each: roof 414> Tolfohl-rfW415ollars and 0,70 Cents 97. 3312.4212 1 Ea. 24"x 24"Tapping Sleeve&Valve 33 12 25 Per Each: Dollars and h Cents 98. 50 Ea. 3/4"Water Tap to Main a o $ L5-00 $ ZS O 00 Per Each: A�N- �� Dollars and .9 Cents 99. 100 Lf. 3/4"Copper Service Line b D O Per Linear Foot: Ts✓ir��N ✓-C Dollars and d D Cents 100. 50 Ea. 1"Water Tap to Main U O G $ Per Each: 0/w ����✓�'�� Dollars and h J Cents 00 a d 101. 100 Lf. 1" Copper Service Line $ ?L5— $ ZS D O Per/Linear Foot: Twin7� Dollars and n v 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 102. 3312.2004 100 Lf. 1" Private Water Service 33 12 10 $ sS. oU $ S-s•-Qd a Per Linear Foot: !` ", Tri rd:2-,-e Dollars and 410 Cents o d 103. 3312.2002 50 Lf. 1" Bored Water Service 33 12 10 $ $ Per Linear Foot: 1fi,rty 7iva Dollars and n D Cents 104. 50 Ea. 1 1/2"Water Tap to Main /�O p 0,0 O 0 $ $ 410.000 Per Each, 11O/!.e avA sOn oo 1 .O 4ew s1i� o� Dollars and /l d Cents 105. 100 Lf. 1 1/2"Copper Service Line $ 20 O $ ZODO 0 Q Per Linear Foot: / rwi�/y e1411 Dollars and n O Cents 106. 3312.2104 100 Lf. 1 1/2" Private Water Service 33 12 10 $ GD '0'0 O $ 00 Per Linear Foot: Dollars and 7 D Cents D O0 107. 3312.2102 50 Lf. 1 1/2" Bored Water Service 33 12 10 $ 7e $ 2,5-04 Per Linear Foot: l.VI?" Dollars and r! lJ Cents oU 108. 50 Ea. 2" Water Tap to Main $ Zoo $ (yoo 0 oG Per Each: ��✓D �Nh��d Dollars and Cents 109. 100 Lf. 2" Copper Service Line $ 3Z CU $3ZO Q Per Linear Foot:: T"„L/'.r/ /w Dollars and Cents B-14 t ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT / D 110. 3312.2204 100 Lf. 2" Private Water Service 33 12 10 $ loS^ G $ Per Linear Foot: ► / /i ra Dollars and ;w2 u Cents 111. 3312.2202 50 Lf. 2" Bored Water Service 33 12 10o® 0 0 �OQD O O Per Linear Foot: e/a"/ Dollars and Cents 0 112. 25 Ea. Class A PVC Meter Box (Furnish &Set) $ 2'OD � U $ S"OOD � Per Each: Ts✓o h//w-✓ii✓ Dollars and o7 u Cents 00 00 113. 25 Ea. Class B PVC Meter Box(Furnish &Set) $ $ Per Each: 1�41il "U`0 ci✓ii� Dollars and 4700 Cents 114. 10 Ea. Class C PVC Meter Box(Furnish &Set) OO 00 Per Each: Dollars and /�d Cents p0 115. 2 Ea. 1" Multiple Service Branch $ C/op0 $ Per Each: Dollars and Cents 00 116. 2 Ea. 1 1/2" Multiple Service Branch O $ foo $ /yod Per Each: �ft!/ii7 hu��i� Dollars and 00 Cents 117. 2 Ea. 2" Multiple Service Branch �d0 '00 /lo0a C) Per Each: / / / I e/C3hf bAwaldy/Dollars and I7 0 Cents u 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 118. 3304.0102 1500 Lf. 2"Temporary Water Services 33 0430 $ Q o d $ /Z000 00 Per Linear Foot: v CJ/4 ht Dollars and h O Cents 119, 3312.2801 5 Ea. 3"Water Meter and Vault 33121106 � � $ /0000 $ s0000 Per Each: T�// iou �� --/ Dollars and lop Cents da 120. 3312.2802 5 Ea. 4" Water Meter and Vault 33 12 11 o� $ /ZOOC) $ �QDOD Per Each: li/rte �.jm�S6n cl Dollars and n Cents v d p � 121. 3312.2803 5 Ea. 6"Water Meter and Vault 33 12 11 Per Each: oCu11 ,ol-404 T)ozotrAln o�Dollars and r2 D Cents d v 00 122. 3312.2804 5 Ea. 8" Water Meter and Vault 33 12 11 $ /,SOOD $ 75000 Per Each: -eA /JO v-t.l.7 Dollars and d Cents a.0 00 0 123. 3312.2805 5 Ea. 10"Water Meter and Vault 33 12 11 $ IGppD $ 00000 Per Each: Dollars and h d Cents 124. 3312.0002 5 Ea. Water Sampling Station 33 1250 $ /000 00 $,S'DOO 00 Per Each: sine 14IO&SOt,of Dollars and Cents Od Od 125. 0241.1602 5 Ea. Remove Concrete Water Vault 02 41 14 $ ZBOd $ /p000 Per Each: / /A/c' 1,owSDpy Dollars and "'20 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 126. 5 Ea. Sprinkler System Backflow Preventer dG 00 Relocation $ leco $SDOO Per Each: On i IL rd sores Dollars and I-P y Cents 127. 5 Ea. Relocate 3/4" Water Meter OO O O $ 300 $ /So0 Per Each: T�lii� �ian�ia� Dollars and u Cents 128. 5 Ea. Relocate 1"Water Meterp 0 d G $ yo-a $ 200 Per//Each: / Posit �f••.s.��o� Dollars and -.P u Cents 129. 5 Ea. Relocate 1 1/2"Water Meter d4 �jQ $ Sod $ Zso 0 Per Each: e Dollars andy Cents a0 00 130. 5 Ea. Relocate 2"Water Meter $ GD U $ 3DDU Per Each: .lJ,Y -4/," Dollars and :�p d 1 Cents 131. 10 Ea. Cut&Plug Small Water Service 00 d (3/4"to 2") $ �j 00 $ �j Od O Per Each: Z';-,,e 4" d Dollars and ,,v 0 Cents 132. 0241.1218 10 Ea. 4"-12" Water Pressure Plug 0241 14 $ X000 00$ IOewe) 00 Per Each: o/ Dollars and A' Cents 133. 0241.1218 5 Ea. 16"-24"Water Pressure Plug 0241 14 $ 3000100 $ Per Each: {��♦ �bOvSOa Dollars and /J Cents B-17 ITEM RI® LIST DESCRIPTION OF ITEMS WITH BI® SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 134. 3305.0109 1000 Lf. Trench Safety 33 05 10 $ 3 O v $ 38®CJ ' Per Linear Foot: T�i i r Dollars and n O Cents 135. 50 Lf. Water Main Extra Depth (> than 1') O $ /O0 $ S„poaD Per Linear Foot: TPh Dollars and A/o Cents 136, 3305.0103 5 Ea. Exploratory Excavation of Existing 33 05 30 00 O U Utilities (0'- 5') $ /,0,00 $ 5'0 O D Per Each: Ohl �ibsliSGnv� Dollars and d Cents 137. 3305.0103 5 Ea. Exploratory Excavation of Existing 33 05 30 00 0 Utilities(5' - 10') $ '1'37,00 $ 7,-0 p O Per Each: / aAe i 'o 4,-rdpw C/ lz�e.e Dollars and h d Cents 138. 3305.0103 5 Ea. Exploratory Excavation of Existing 33 0530 '00 Utilities (10'- 20' ) $ 00 0 $ /s'00 0 d Per Each: // // 1,411-,VT/1Ou fQn -41 Dollars and h 0 Cents d 139. 3305.0116 25 Cy. Concrete Encasement for Utility Pipes 33 05 10 $ Z D O D $ 5-000 O D Per Cubic Yard: Tlvo`ise"�iG Dollars and "V U Cents O 140. 3292.0100 20 Sy. Block Sod Placement 3292 13 $ �Q D $ 2D 0 o d Per Square Yard: Dollars and Cents " 00 141. 3292.0400 20 Sy. Seeding, Broadcast 3292 13 $ /D $ ZO D C7 O Per Square Yard: 71/0�7 Dollars andy Cents B-18 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN EN IN WORDS SECTION NO. PRICE AMOUNT 142. 3292.0400 20 Sy. Seeding, Hydromulch 3292 13 $ S� $ /O O Per Square Yard: /1-1✓-e Dollars and 07 to Cents 143. 3292.0400 20 Sy. Seeding, Soil Retention Blanket 3292 13 $ `� O $ 200 0 0 Per Square Yard: Tor, Dollars and 070 Cents 144. 3137.0101 20 Cy. Concrete Riprap 31 37 00 $ /s0 $300 O Per Cubic Yard: 4/2i 1ianW�00fZ-- f 19-1 Dollars and ";? Cents o a pd 145. 3137.0102 20 Cy. Large Stone Riprap, dry 31 37 00 $ /sD $ 3D0 O Per Cubic Yard: L' Oai �a�s�i� �iy Dollars and h D Cents o U Z.��• o o 0 .0 146. 3137.0103 20 Cy. Large Stone Riprap, grouted 31 37 00 r`s $ _gip— $ sD0 0 Per Cubic Yard: Tiro 4. 40:iO-� ! Dollars and /J U —Cents 147. 3305.0203 100 Cy. Imported Embedment/Backfill,CLSM 33 05 10 Od oQ (Flowable Fill) $ ZOO $ ZO d O O Per Cubic Yard: /,,,. '4,'4"�-' Dollars and !Jy Cents 148. 3305.0203 50 Cy. Imported Embedment/Backfill, Crushed 33 05 10 d p C Rock $ $ Per Cubic Yard: 7h.i -1y Dollars and /!o Cents 149. 50 Cy. Type B Concrete (#2500) $ J'd $ '?S-0 D Per Cubic Yard: f ��fy 7S T �„rr.�r'- 1 Dollars and /-go Cents B- 19 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 150. 50 Cy. Type E Concrete (#1500) o d o 0 $ s'o $ Z6'o 0 Per Cubic Yard: ti y Dollars and rn en) Cents d 151. 3213.0301 40 Sy. 4" Conc Sidewalk 32 13 20 $ S $ 11e00 00 Per Square Yard: ✓�i.E' //�� Dollars and Cents 152. 3213.0351 20 Sy. 4" Conc Sidewalk, Exposed Aggregate 32 13 20 d d 0 Per Square Yard: � Dollars and n d Cents d � 153. 3213.0401 50 Sy. 6" Concrete Driveway 32 13 20 $ O $ yZs'"O o Per Square/Yard B/ /' ti✓i Dollars an D Cents d 154. 3213.0451 20 Sy. 6" Concrete Driveway, Exposed 32 13 20 0 O D Aggregate $ /J� $ �D d Per Square Yard: Wi,y,*/z //;;-e Dollars and --2 ,0 Cents o v o0 155. 3216.0101 100 Lf. 6" Conc Curb and Gutter(Replaced) 32 16 13 $ Per Linear Foot: Dollars and 1 ,96 Cents 156. 100 Lf. 6" Conc Curb and Gutter Attached to O 6 Conc. Pvmt(Replaced) $ 30 $ 2000 Per Linear Foot: T�L/'i /y Dollars and SIO Cents a 0 0 157. 3216.0301 20 Sy. 9" Conc Valley Gutter, Residential 32 16 13 $ Gs' $ /300d Per Square Yard: Dollars and ' /20 Cents 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 158. 3216.0302 20 Sy. 11" Conc Valley Gutter, 32 16 13 ' o a Arterial/Industrial $ $ 170-0 Per Square Yard: el,7 /u //,:;-1--f Dollars and o Cents 0 159. 3201.0151 100 Lf. Asphalt Pvmt Repair,Water Service 32 01 17 0 P P $ /D $ �!'�DOO Per Linear Foot: Di fy Dollars and no Cents 160. 3201.0111 100 Lf. 4' Wide Asphalt Pvmt Repair, 3201 17 pG O Residential $ 5-0 — $ ,!�'p00 Per Linear Foot: ?,i // Dollars and 40 Cents 161. 3201.0112 300 Lf. 5' Wide Asphalt Pvmt Repair, 3201 17 00 00 Residential $ `Cs $ A;S-0 0- Per Linear Foot: Dollars and o Cents 162. 3201.0113 300 Lf. 6' Wide Asphalt Pvmt Repair, 3201 17 p d 00 Residential $ a.0 $ / 000 Per Linear Foot: vri,CTy Dollars and X70 Cents o v o U 163. 3201.0121 300 Lf. 4'Wide Asphalt Pvmt Repair, Arterial 3201 17 $ TY $ /wes O U Per Linear Foot: Dollars and Cents / 164. 3201.0122 300 Lf. 5' Wide Asphalt Pvmt Repair, Arterial 3201 17 00$ SPO $ �e p0 D 00 Per Linear Foot: Dollars and 9,4 Cents 165. 3201.0123 300 Lf. 6' Wide Asphalt Pvmt Repair, Arterial 3201 17 $ �'�^ O v $ �9s40 v Per Linear Foot: Dollars and v Cents B-21 ITEM UID LIST DESCRIPTION OF ITEMS WITH UID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 166. 3201.0131 300 Lf. 4'Wide Asphalt Pvmt Repair, Industrial 3201 17 0 O a 0 Per Linear Foot: ^ Dollars and Cents 167. 3201.0132 300 Lf. 5'Wide Asphalt Pvmt Repair, Industrial 3201 17 o U o O $ 70 $ Z/000 Per Linear Foot: SFyin�e� Dollars and ""7.d Cents 168. 3201.0133 300 Lf. 6' Wide Asphalt Pvmt Repair, Industrial 3201 17 o a Od $ 7S $ 2Zs"o v Per Linear Foot: G dFsV/n //- 4✓ Dollars and /2 y Cents 169, 3201.0201 300 Sy. Asphalt Pvmt Repair Beyond Defined 3201 17 '00 o 0 Width, Residential $ ZQ $ �"00 U Per Square Yard: Twice t�/ Dollars and /7 d Cents 170. 3201.0202 300 Sy. Asphalt Pvmt Repair Beyond Defined 33 01 17 o d o a Width,Arterial $ $ 75'o0 Per Square Yard:' Tsviir 4 �/ ,i i Dollars and n J Cents 171. 3201.0203 300 Sy. Asphalt Pvmt Repair Beyond Defined 3401 17 00 00 Width, Industrial $ 'fO $ 9000 Per Square Yaard: Dollars and qU Cents 172, 3201.0301 100 Sy. 2" Thick Extra Width Asphalt Over 3201 17 00 0 Existing Base $ / $ /X00 Per Square Yard: ,el rh Dollars and /Ja Cents B-22 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 173. 3201.0302 100 Sy. 3"Thick Extra Width Asphalt Over 3201 17 0 �, ExistingG Base $ 1 p $ ZO0 0 Per Square Yard:: -Ille Dollars and 12e Cents 174. 3201.0303 100 Sy. 4"Thick Extra Width Asphalt Over 3201 17 O O (j Existing Base $ 2S- O $ Per Square Yard: T11ire � Dollars and i7 o Cents G o 0 175. 3201.0400 75 Lf. Temporary Asphalt Paving Repair 3201 18 $ 7od G $ Per Linear Foot: el 4)b le Dollars and 4P Cents 176. 3211.0211 40 Sy. 6" Flexible Base,Type B,GR-1 32 1123 $ co C.0 oG ZO $ �6 U Per Square Yard: /'w##.111 Dollars and h a Cents 0 177. 3211.0212 40 Sy. 6" Flexible Base,Type B, GR-2 32 1123 $ zo c $ a o G G Per Square Yard: fsvis ' Dollars and Ay Cents d v Ot 178. 3201.0614 300 Sy. Conc Pvmt Repair, Residential 3201 29 $ �.S $ z ZS-0 U Per Square Yard: ✓r!/iir�V Dollars and 4 v Cents 179. 3201.0616 300 Sy. Conc Pvmt Repair, Arterial/Industrial 32 01 29 O d o Q $ 00 $ Zyoao Per Square Yard: E/qh x Dollars and .9a Cents 180. 300 Sy. Conc. Pvmt Repair Beyond Defined OF 00 Width, Residential $ XOS00 Per Square Yard: 1's,1, /i✓� Dollars and �9 d Cents B-23 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 181. 100 Sy. Conc. Pvmt Repair Beyond Defined od a U Width,Arterial/Industrial $ .S $ �SOO Per Square Yard: r f //�-" Dollars and n u Cents 182. 3214.0300 100 Sy. Brick Pvmt Repair 32 14 16 '00 00 $ 9a $ 900© Per Square Yard: Dollars and n D Cents 183. 3214.0600 100 Sy. Brick Pvmt Repair(City Supplied Brick) 32 14 16 �� �O � 8D0 p0 O Per Square/Yard: Dollars and n u Cents 184. 50 Lf. 6" DIP Sewer(Replc.At Variable Depth) 00 0 6 $ op $ y000 Per Linear Foot: 0/4�/„ Dollars and I d Cents 185. 50 Lf. 6" PVC Sewer(Replc. At Variable '00 o O Depth) l'D $ 3000 Per Linear Foot: " ,fiXY Dollars and 4 d I Cents 186. 50 Lf. 8" DIP Sewer(Replc. At Variable Depth) 00 Q Per Linear Foot: Dollars and 'Lea Cents 187. 50 Lf. 8" PVC Sewer(Replc.At Variable d Depth) $ 70 � $ SS-00 Per Linear Foot:: Dollars and /!y Cents B-24 ITEM [BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PENCE AMOUNT 188. 50 Lf. 10" DIP Sewer(Replc. At Variable m 0 O G Depth) $ /00 $ .5000 Per LinearFoot: oar //"n441,-- Dollars and -7 o Cents 189. 50 Lf. 10" PVC Sewer(Repic. At Variable O O 0 0 Depth) $ CC $ yDoo Per Linear Foot: el 4,-/ Dollars d and �2 0 Cents 190. 50 Lf. 12" DIP Sewer(Replc. At Variable to O 00 Depth) $ //O $ SSD O Per Linear Foot: �f 04*0 an o/s s//n Dollars and -70 Cents 191. 50 Lf. 12" PVC Sewer(Replc. At Variable O 00 Depth) $ $ fr,5'00 Per Linear Foot: 007/"7-f/ Dollars and h O Cents 192. 50 Lf. 16" DIP Sewer(Replc. At Variable d O 00 Depth) $ /ZO $ 4:�00 O Per Linear Foot: ons �r�sf if Twr/.1/� Dollars and i! Cents 193. 50 Lf. 15" PVC Sewer(Replc. At Variable O d 00 Depth) $ /OD $ ,SOlJO Per Linear Foot: Orye Dollars and Cents 194. 25 Lf. 4" SDR for San. Sewer Service Replc. $ 5-0 $ /Z 510 Per Linear Foot: !s/� Dollars and 00 Cents B-25 ITEM BID LX5T DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. (QTY. PRICES WRITTEN IN WORDS SECTION NO. PNCE AMOUNT aG p G 195. 25 Lf. 6" SDR for San. Sewer Service Replc. $ SS� $ Per Linear Foot: Dollars and n d Cents 196. 25 Lf. 8" SDR for San. Sewer Service Replc. G O G G $ �oQ $ /SO U Per Linear Foot: f- le Dollars and W O Cents 197, 50 Ea. Street Use Permit $ 100.00 $ 5000.00 Per Each: One Hundred Dollars and No Cents 198. 3471.0003 50 Ea. Traffic Control 3471 13 c D o $ /Od p $ S�ODOO Per Each: ,017f l/,ous on o11 Dollars and n o Cents a � TOTAL UNIT I BID S B-26 16" CONCRETE CYLINDER PIPE PITTINGS FURNISHED AND INSTALLED SIZE TYPE" OF:FITTlfVO Bl® COST CIO 16" 30 BEVEL $ 3000 o G 16" 5° BEVEL $ 3oa0 16" 11-1/40 BEND $ `/OdO o 16" 22-1/20 BEND $ s�eooc d 0 16" 450 BEND $ YaoU c 4 16" 67-1/20 BEND $ yDOrJ o � 16" 900 BEND $ y00D 16" CLEANING WYE $ S ood O 16" DISHED HEAD PLUG $ �Do� 16" SPLIT BUTT STRAP CLOSURE $ ASO D O 16" x 16" CONC. TO D.I. ADAPTOR $ Z,5-10Z,5-10o 00 16" x 6" M.J. OUTLET $ /,5-o p o G 16" x 8" M.J. OUTLET $ /,� DO D 16" x 10" M.J. OUTLET $ / 70 0 O � d 16" x 12" M.J. OUTLET $ 1,09©O TOTAL LUMP SUM $ 24" CONCRETE CYLINDER PIPE FITTINGS TINGS FURNISHED AND INSTALLED SIZE TYPE OF FITTliVG BI® COST 24" 30 BEVEL $ J5 o 24" 5° BEVEL $ 3S"Oo G 24" 11-1/40 BEND $ 24" 22-1/20 BEND $ yDDo o 24" 450 BEND $ y610 U a U 0 0 24" 67-1/20 BEND $ y000 24" 900 BEND $ el000 0 0 o 24" CLEANING WYE $ 4,/o o 0 _ o G 24" DISHED HEAD PLUG $ o G 24" SPLIT BUTT STRAP CLOSURE $ Za o 0 p G 24" x 24" CONC. TO D.I. ADAPTOR $ moo 24" x 16" M.J. OUTLET $ /G o o U o 24" x 12" M.J. OUTLET $ o G 24" x 10" M.J. OUTLET $ /moo o 24" x 8" M.J. OUTLET $ / 90o ° a 24" x 6" M.J. OUTLET $ Zo 0 0 v TOTAL LUMP SUM $ aos-,o a 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of State Here or Blank;, our principal place of business, are required to be °% t a percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of State Here or Blank,, our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. El', BID ER: Company Name Here By: Printed Name Here �o�s�,u�fo%� 601,04,,y Address Here/00. R&e y4.31$ Address Here or Space (Signatur ) City, State Zip Code Here �oi�l✓oi�� �Ll✓Q Title: Title Here Date: - Z 9 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook.xls 0045 12 - 1 PREQUALIFICATION STATEMENT Page 1 of 1 1 SECTION 00 45 12 2 PREQUALIFICATION STATEMENT 3 4 Each Bidder for a City procurement is required to complete the information below by 5 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the 6 major work type(s) listed. 7 Major Work Prequalification T e Contractor/Subcontractor Company Name Expiration Date Water Improvements �/- 8 9 10 The undersigned hereby certifies that the contractors and/or subcontractors described in 11 the table above are currently prequalified for the work types listed. 12 13 BIDDER: yz Wil, a/6Q 1415 ��� / By: 16 Company ,S(PSle Se /in t) 17 18 /�D_ o,+' y�328 Signature: r 19 Address / p 01 AD//Lr/O/f� �� 7G/�d 2Title: 22 City/State/Zip (Please Print) 23 24 Date: 9 25 26 END OF SECTION 27 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 100435,Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 William 7 Schultz Inc dba 1 1 Circle C Construction Company Teresa S Skelly 12 By: 13 Company (Please Prig) 14 PO Box 40328 15 Signature: 16 Address 17 Fort Worth, TX 76140 Vice President 18 Title: 19 City/State/Zip (Please Print) 20 21 °"av'"r' ,MICHELE S. L,ANKFORD 22 THE STATE OF TEXAS § °�P- e''. '2 �� Notary Public 23 =* ;*= STATE OF TEXAS 24 COUNTY OF TARRANT § '�'+r _ ��? Notary IDH 1175946 6 25 F OF t My Comm.Exp.Octobor 7,2019 26 BEFORE ME, the undersigned authority, on this day personally appeared 27 T',P-, e.5c.. E> SKa-I I Q , known to me to be the person whose name is 28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same 29 as the act and deed of W(-e- for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 2 day of 33 J , 2011. 34 35 36 37 Notary Public in and for the Stat f Texas 38 39 END OF SECTION 40 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 00 45 40 - 1 Minority Business Enterprise Specifications Page 1 of 2 1 SECTION 00 45 40 2 Minority Business Enterprise Specifications 3 4 APPLICATION OF POLICY 5 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is 6 applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business 10 Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated 11 in the City's current Business Diversity Enterprise Ordinance apply to this bid. 12 13 MBE PROJECT GOALS 14 The City's MBE goal on this project is 7%' of the total bid value of the contract (Base bid applies to Parks 15 and Community Services). 16 17 Note: If both MBE and SBE subcontracting goals are established for this project, then an 18 Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed 19 responsive. 20 21 COMPLIANCE TO BID SPECIFICATIONS 22 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 23 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 24 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 25 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 26 3. Good Faith Effort documentation, or; 27 4. Prime Waiver documentation. 28 29 SUBMITTAL OF REQUIRED DOCUMENTATION 30 The applicable documents must be received by the Purchasing Division, within the following times 31 allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall 32 deliver the MBE documentation in person to the appropriate employee of the purchasing division and 33 obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in 34 the time allocated. A faxed and/or emailed copy will not be accepted. 35 1. Subcontractor Utilization Form, received no later than 2:00 p.m., on the second City if goal is met or exceeded: business day after the bid opening date, exclusive of the bid o enin date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City Subcontractor Utilization Form, if business day after the bid opening date, exclusive of the bid participation is less than statedgoal: opening date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City Subcontractor Utilization Form, if business day after the bid opening date, exclusive of the bid no MBE participation: opening date. 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City if you will perform all business day after the bid opening date, exclusive of the bid contracting/supplier work: opening date. 36 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 9, 2015 004540 - 2 Minority Business Enterprise Specifications Page 2 of 2 1 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City or exceeded. business day after the bid opening date, exclusive of the bid o enin date. 2 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE 3 WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID -RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING CONSIDERED NON 5 BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR 6 PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 7 Any Questions, Please Contact The M/WBE Office at (817) 212-2674. 8 END OF SECTION 9 10 11 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 9, 2015 005243 - 1 Agreement Page 1 of 4 1 SECTION 00 52 43 2 JA NAGR�FMENT 3 THIS AGREEMENT, authorized on J is made by and between the City of 4 Forth Worth, a Texas home rule municipality, acting by and through its duly authorized City 5 Manager,("City'),and William J. Schultz, Inc. dba Circle C Construction Companx, authorized 6 to do business in Texas, acting by and through its duly authorized representative, 7 ("Contractor'�. 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for 12 the 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 15 part is generally described as follows: 16 Water Main Replacements, Contract 2016 17 City Protect No. 100435 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 365 days after the date when 24 the Contract Time commences to run as provided in Paragraph 2.03 of the General 25 Conditions. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that City will 28 suffer financial loss if the Work is not completed within the times specified in 29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 30 12 of the General Conditions. The Contractor also recognizes the delays, expense 31 and difficulties involved in proving in a legal proceeding the actual loss suffered by 32 the City if the Work is not completed on time. Accordingly, instead of requiring any 33 such proof , Contractor agrees that as liquidated damages for delay (but not as a 34 penalty), Contractor shall pay City Five Hundred Dollars ($500.00) for each day that 35 expires after the time specified in Paragraph 3.2 for Final Acceptance until the City 36 issues the Final Letter of Acceptance. 37 38 39 40 41 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised February 2,2016 005243-2 Agreement Page 2 of 4 42 Article 4. CONTRACT PRICE 43 City agrees to pay Contractor for performance of the Work in accordance with the Contract 44 Documents an amount in current funds of One Million Dollars ($ 1,000,000.00 ). 45 Article S. CONTRACT DOCUMENTS 46 5.1 CONTENTS: 47 A. The Contract Documents which comprise the entire agreement between City and 48 Contractor concerning the Work consist of the following: 49 1. This Agreement. 50 2. Attachments to this Agreement: 51 a. Bid Form 52 1) Proposal Form 53 2) Vendor Compliance-to State Law Non-Resident Bidder 54 3) Prequalification Statement 55 4) State and Federal documents (project specific) 56 b. Current Prevailing Wage Rate Table 57 c. Insurance ACORD Form(s) 58 Cl. Payment Bond 59 e. Performance Bond 60 f. Maintenance Bond 61 g. Power of Attorney for the Bonds 62 h. Worker's Compensation Affidavit 63 i. MBE and/or SBE Commitment Form 64 j. Form 1295 Certification No. 6,- 13$ ZJ 65 3. General Conditions. 66 4. Supplementary Conditions. 67 5. Specifications specifically made a part of the Contract Documents by 68 attachment or, if not attached, as incorporated by reference and described in 69 the Table of Contents of the Project's Contract Documents. 70 6. Drawings. 71 7. Addenda. 72 8. Documentation submitted by Contractor prior to Notice of Award. 73 9. The following which may be delivered or issued after the Effective Date of the 74 Agreement and, if issued, become an incorporated part of the Contract 75 Documents: 76 a. Notice to Proceed. 77 b. Field Orders. 78 c. Change Orders. 79 Cl. Letter of Final Acceptance. 80 81 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised February 2,2016 005243-3 Agreement Page 3 of 4 82 Article 6. INDEMNIFICATION 83 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at 84 its own expense, the city, its officers, servants and employees, from and 85 against any and all claims arising out of, or alleged to arise out of, the work 86 and services to be performed by the contractor, its officers, agents, 87 employees, subcontractors, licenses or invitees under this contract. This 88 indemnification provision is specifically intended to operate and be effective 89 even if it is alleged or proven that all or some of the damages being sought 90 were caused, in whole or in part, by any act, omission or negligence of the 91 city. This indemnity provision is intended to include, without limitation, 92 indemnity for costs, expenses and legal fees incurred by the city in 93 defending against such claims and causes of actions. 94 95 6.2 Contractor covenants andagreesto indemnify and hold harmless, at its own 96 expense, the city, its officers, servants and employees, from and against any 97 and all loss, damage or destruction of property of the city, arising out of, or 98 alleged to arise out of, the work and services to be performed by the - 99 contractor, its officers, agents, employees, subcontractors, licensees or 100 invitees under this contract. This indemnification provision is specifically 101 intended to operate and be effective even if it is alleged or proven that all or 102 some of the damages being sought were caused, in whole or in part, by any 103 act, omission or negligence of the city. 104 105 Article 7. MISCELLANEOUS 106 7.1 Terms. 107 Terms used in this Agreement which are defined in Article 1 of the General Conditions 108 will have the meanings indicated in the General Conditions. 109 7.2 Assignment of Contract. 110 This Agreement, including all of the Contract Documents may not be assigned by the 111 Contractor without the advanced express written consent of the City. 112 7.3 Successors and Assigns. 113 City and Contractor each binds itself, its partners, successors, assigns and legal 114 representatives to the other party hereto, in respect to all covenants, agreements and 115 obligations contained in the Contract Documents. 116 7.4 Severability. 117 Any provision or part of the Contract Documents held to be unconstitutional, void or 118 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 119 remaining provisions shall continue to be valid and binding upon CITY and 120 CONTRACTOR. 121 7.5 Governing Law and Venue. 122 This Agreement, including all of the Contract Documents is performable in the State of 123 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for 124 the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised February 2,2016 005243-4 Agreement Page 4 of 4 125 7.6 Other Provisions. 126 The Contractor agrees to pay at least minimum wage per hour for all labor as the 127 same is classified, promulgated and set out by the City, a copy of which is attached 128 hereto and made a part hereof the same as if it were copied verbatim herein. 129 7.7 Authority to Sign. 130 Contractor shall attach evidence of authority to sign Agreement, if other than duly 131 authorized signatory of the Contractor. 132 133 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 134 counterparts. 135 136 This Agreement is effective as of the last date signed by the Parties ('Effective Date'). 137 Contractor: City of Fort Worth William I Schultz, Inc. dba -- Circle C Construction Company B ^� Jesus Chapa By: Assistant City Manager (Signature) a Date 7 Teresa S. Skelly Attest: (Printed Name) S • City S retary (Seal) ��F'FO�)` Title: Vice President e . •ti.�' i f P. 0. Address: 40328 M&C 500 W. Trammell Date: City/State/Zip: Fort Worth, TX 76140 Approve s to Form and Legality: WV:2� , Date Douglas W. Black Assistant City Attorney 138 139 140 APPROVAL RECOMMENDED: 141 142 = -- 143 144t�FFICl0A11 it,;114 L1� Chris Harder, P.E. 145 n�,e f��'f ( [ � -P r Assistant Director 146 Water Department 147 'baa V1-70111-�'UN D `iTAK CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised February 2,2016 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. G Signature James A.Deeter Name of Employee _Senior Professional Engineer Title 006113 - 1 PERFORMANCE BOND Page 1 of 2 1 BOND NO. TXC608526 2 SECTION 00 61 13 3 PERFORMANCE BOND 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENTS: 7 COUNTY OF TARRANT § 8 9 That we, William J. Schultz, Inc. dba Circle C Construction Company, known as "Principal" 10 herein and Merchants Bonding Company (Mutual), a corporate surety(sureties, if more than one) 11 duly authorized to do business in the State of Texas, known as"Surety" herein (whether one or 12 more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 13 pursuant to the laws of Texas, known as"City" herein, in the penal sum of, One Million Dollars 14 ($1,000,000.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, 16 executors, administrators, successors and assigns,jointly and severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the day of'AN 2 4 2017 , 20_, which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law, in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as 22 Water Main Replacements, Contract 2016 23 City Proiect No, 100435 24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall 25 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 26 perform the Work, including Change Orders, under the Contract, according to the plans, 27 specifications, and contract documents therein referred to, and as well during any period of 28 extension of the Contract that may be granted on the part of the City, then this obligation shall 29 be and become null and void, otherwise to remain in full force and effect. 30 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 31 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 32 Worth Division. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 006113-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of 2 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this 5 instrument by duly authorized agents and officers on this the day of JAN 2 4 20V- 6 , 20 7 PRINCIPAL: 8 William J. Schultz, Inc. dba 9 Circle C Construction Company 10 11 BY: --u-�o� 12 Signature 13 ATTEST: 14 M 15 ► " ' r'.. 1lu 0-J Teresa S. Skelly, Vice President 16 (Principal) Secretary, Michele S. LTS ord Name and Title 17 18 Address: P. 0. Box 40328 19 500 W. Trammell 20 Fort Worth, TX 76140 21 22 Witness as to Principal 23 SURETY: ; 24 Merchanbs 0 nding Company(Mutual) 25 26 BY: If 27 Signatu 28 29 Sheryl A. Klutts, Attorney-in-Fact 30 Name and Title 31 32 Address: 6700 Westown Parkway 33 West Des Moines, IA 50266-7754 34 35 Witness as to Surety,Jo7n_4r Miller Telephone Number: (800) 678-8171 36 37 38 39 *Note: If signed by an officer of the Surety Company, there must be on file a certified 40 extract from the by-laws showing that this person has authority to sign such 41 obligation. If Surety's physical address is different from its mailing address, 42 both must be provided. The date of the bond shall not be prior to the date the 43 Contract is awarded. 44 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1,2011 MERCHANTS 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 Klutts their true and lawful Attorney(s)-in-Fact,to make,execute,seal and deliver on behalf of the Companies,as Surety,bonds,undertakings and other written obligations in the nature thereof;subject to the limitation that any such instrument shall not exceed the amount of. TWENTY-FIVE MILLION($25,000,000.00)DOLLARS 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 adopted by the Board of Directors of Merchants National Bonding,Inc.,on October 24,2011. "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 authority 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 11th day of October 2016 akj1rrrltrNrpg� 0,0-4f,* N,ti �10f� ,,� •• G C •. MERCHANTS BONDING COMPANY(MUTUAL) . �1�..•..:.C •���0`RPU9�'�9•• MERCHANTS NATIONAL BONDING,INC. :. •y'• 1933 c; • J C By Q;. / STATE OF IOWA `,''''��gbrrrHN��''`�!, .••••••••' • r_ COUNTY OF Dallas ss. President On this 11th day of October 2016 ,before me appeared Larry Taylor,to me personally known,who being by me sworn did say that he is President of the 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. �PRin<s WENDY WOODY v Commission Number 784654 Z °°°° 7 My Commission Expires 10wP June 20 2017 Notary Publr , County,Iowa (Expiration of notary's commission does not invalidate this instrument) 1,William Warner,Jr.,Secretary of the 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 day of °°°°urMrHryf4 •••410••• •�;' :3• Secretary a 7 2�D3 •a' 1933 :C: POA 0014 (6/15) "�rrr,�rCr.r����"� •••••' 006114- 1 PAYMENT BOND Page 1 of 2 1 BOND NO. TXC608526 2 SECTION 00 61 14 3 PAYMENT BOND 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENTS: 7 COUNTY OF TARRANT § 8 9 That we, William J. Schultz, Inc. dba Circle C Construction Company, known as 10 "Principal" herein, and Merchants Bonding Company (Mutual), a corporate surety (sureties), duly 11 authorized to do business in the State of Texas, known as "Surety" herein (whether one or 12 more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 13 pursuant to the laws of the State of Texas, known as "City" herein, in the penal sum of One 14 Million Dollars ($1,000,000.00), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 16 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17 presents: 18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 19 day of JAN 2 4 2017 , 20 , which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 21 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 22 said Contract and designated as 23 Water Main Rep/acements, Contract 2016 24 City Project No, 100435 25 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal 26 shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 27 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, 28 then this obligation shall be and become null and void; otherwise to remain in full force and 29 effect. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 006114-2 PAYMENT BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of 2 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this 5 instrument by duly authorized agents and officers on this the day of 6 JAN 2 4 2017 , 20 7 PRINCIPAL: 8 William J. Schultz, Inc. dba 9 Circle C Construction Company 10 11 BY: %�c 1-1 LLZ4e, 12 Signature 13 ATTEST: 14 M 15 Teresa S. Skelly,Vice President 16 (Principal) Secretary, Michele S. "ord Name and Title 17 18 Address: P. O. Box 40328 19 500 W. Trammell 20 Fort Worth,TX 76140 21 22 Witness as to Principal 23 SURETY: 24 Merchants Bonding Company(Mutual) 25 26 BY: 27 Signature 28 29 Sheryl A. Klutts, Attorney-in-Fact 30 Name and Title 31 32 Address: 6700 Westown Parkway 33 West Des Moines, IA 50266-7754 34 (,t 35 Witness as to Surety,Jo n A. Miller Telephone Number: (800) 678-8171 36 37 38 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 39 bylaws showing that this person has authority to sign such obligation. If Surety's physical 40 address is different from its mailing address, both must be provided. 41 42 The date of the bond shall not be prior to the date the Contract is awarded. 43 44 45 END OF SECTION 46 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 MERCHANT 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 Klutts their true and lawful Attorney(s)-in-Fact,to make,execute,seal and deliver on behalf of the Companies,as Surety,bonds,undertakings ` and other written obligations in the nature thereof,subject to the limitation that any such instrument shall not exceed the amount of: TWENTY-FIVE MILLION($25,000,000.00)DOLLARS 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 adopted by the Board of Directors of Merchants National Bonding,Inc.,on October 24,2011. "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 authority 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 11th day of October 2016 Nni„H, •.�.• ,4 �,r �Q ft�`ga,••, .•' G `•.• MERCHANTS BONDING COMPANY(MUTUAL) ,.'`aA,..-°-.."L ♦'aO�N `�!�,p•♦ MERCHANTS NATIONAL BONDING,INC. '.t TP0� a ._ • o POR 9 meq, •4. ,O'i m 'O «: ,p_ :L, •1r:2 -0- � G13 . 1933 c: STATE OF IOWA t,�'`•� t>,,, ••w .•'� COUNTY OF Dallas ss. President On this 11th day of October 2016 ,before me appeared Larry Taylor,to me personally known,who being by me sworn did say that he is President of the 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. �PRw<s WENDY WOODY Commission Number 784654 My Commission Expires .or,e June 20 2017 Notary Publi , County,Iowa (Expiration of notary's commission does not invalidate this instrument) I,William Warner,Jr.,Secretary of the 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 day of IZ ,,,.WWo,.,,to. .••G •. 10 Olt. O•`- :`b°''oRPORS' �y' �✓ t' -4- ' 'V s; o a • Secretary a 2003 ;a.� 1933 POA 0014 (6/15) •���"""'""ttt" •• 0061 19- 1 MAINTENANCE BOND Page 1 of 3 1 BOND NO. TXC608526 2 SECTION 00 61 19 3 MAINTENANCE BOND 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENTS: 7 COUNTY OF TARRANT § 8 9 That we, William J. Schultz, Inc. dba Circle C Construction Company known as"Principal" 10 herein and Merchants Bonding Company (Mutual), a corporate surety (sureties, if more than one) 11 duly authorized to do business in the State of Texas, known as"Surety" herein (whether one or 12 more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 13 pursuant to the laws of the State of Texas, known as"City" herein, in the sum of One Million 14 Dollars ($1,000,000.00), lawful money of the United States, to be paid in Fort Worth, Tarrant 15 County, Texas, for payment of which sum well and truly be made unto the City and its 16 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 17 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 JAN 2 4 2017 , 20 , which Contract is hereby 21 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 22 materials, equipment labor and other accessories as defined by law, in the prosecution of the 23 Work, including any Work resulting from a duly authorized Change Order (collectively herein, the 24 "Work") as provided for in said contract and designated as 25 26 Water Main Replacements, Contract 2016 27 City Project No. 100435 28 29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 30 accordance with the plans, specifications and Contract Documents that the Work is and will 31 remain free from defects in materials or workmanship for and during the period of two (2) 32 years after the date of Final Acceptance of the Work by the City ("Maintenance Period'; and 33 34 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 35 receiving notice from the City of the need therefore at any time within the Maintenance Period. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 006119-2 MAINTENANCE BOND Page 2 of 3 1 2 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy 3 any defective Work, for which timely notice was provided by City, to a completion satisfactory to 4 the City, then this obligation shall become null and void; otherwise to remain in full force and 5 effect. 6 7 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 8 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal 10 and the Surety under this Maintenance bond; and 11 12 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 13 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort 14 Worth Division; and 15 16 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 17 recoveries may be had hereon for successive breaches. 18 19 20 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1,2011 006119-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by 2 duly authorized agents and officers on this the day of JAN 2 4 2017 3 , 20 4 5 PRINCIPAL: 6 William J. Schultz, Inc. dba 7 Circle C Construction Company 9 BY: 10 Signature 11 ATTEST: 12 13 Teresa S. Skelly, Vice President 14 (Principal) Secretary, Michele S. La ford Name and Title 15 16 Address: P. 0. Box 40328 17 500 W. Trammell 18 Fort Worth,TX 76140 19 20 Witness as to Principal 21 SURETY: 22 Merchants BondingCompany Mutual 23 24 BY: (�{ 25 SignaturV 26 27 Sheryl A. Klutts, Attorney-in-Fact 28 Name and Title 29 ATTEST: 30 Address: 6700 Westown Parkway 31 West Des Moines, IA 50266-7754 32 Sure retary) 33 34 35 Witness as to Surety, Jo A. Miller Telephone Number: (800) 678-8171 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the 38 by-laws showing that this person has authority to sign such obligation. If Surety's physical 39 address is different from its mailing address, both must be provided. The date of the bond shall 40 not be prior to the date the Contract is awarded. 41 42 43 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 MERCHANTS 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 Klutts their true and lawful Attorney(s)-in-Fact,to make,execute,seal and deliver on behalf of the Companies,as Surety,bonds,undertakings and other written obligations in the nature thereof,subject to the limitation that any such instrument shall not exceed the amount of: TWENTY-FIVE MILLION($25,000,000.00)DOLLARS 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 adopted by the Board of Directors of Merchants National Bonding,Inc.,on October 24,2011. "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 authority 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 11th day of October 2016 �a`' %0t44 `�,,• •• ANG Cp •. MERCHANTS BONDING COMPANY(MUTUAL) `�R,.-•-. L ........�fp•• MERCHANTS NATIONAL BONDING,INC. 'A!0 d'•• 0. RPO 9 . ? 0`: 0�?3 :. y'• 1933By e: STATE OF IOWA •••,,```urrnnnrp�N``�. •�'•••�.•••• COUNTY OF Dallas ss. President On this 11th day of October 2016 ,before me appeared Larry Taylor,to me personally known,who being by me sworn did say that he is President of the 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. W�PRintS WENDY WOODY > Commission Number 784654 Z °°°° My Commission Expires . 10r,r- June 20 2017 Notary Publ, , County,Iowa (Expiration of notary's commission does not invalidate this instrument) I,William Warner,Jr.,Secretary of the 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 day of .°.nnrrrrrr ••••..�•• Secretary 1933 POA 0014 (6/15) MERCHANTS��k BONDING COMPANY. MERCHANTS BONDING COMPANY(MUTUAL) MERCHANTS 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) AC40R" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) l./ 1 1/27/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Kim Wright NAME: g K&S Insurance Agency A/CNNo.Ext: (972)771-7230 FAC No: (972)771-4695 2255 Ridge Road, Ste. 333 E-MAIL DRESS:kwright@kandsins.com P. 0. Box 277 INSURERS AFFORDING COVERAGE NAIC# Rockwall TX 75087 INSURER A.United Fire & Casualty Company 13021 INSURED INSURERB:Travelers Prop Cas CO of Amer 25674 William J Schultz, Inc. INSURERC:Texas Mutual Insurance Co. 22945 dba Circle C Construction Company INSURERD:Federal Insurance Company 20281 500 W. Trammell Avenue INSURER E: Everman TX 76140 INSURERF: COVERAGES CERTIFICATE NUMBER:16/17 Master cert REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VVITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MWDD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY 85316434 8/12/2016 8/12/2017 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR DAMAGE TO RENTED 100 000 PREMISES Ea occurrence $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY� ECOT- D LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ MBINEA AUTOMOBILE LIABILITY 85316434 8/12/2016 8/12/2017 o accideD SINGLE LIMIT $ 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOOr AUTOS BODILY INJURY(Per accident) $ NON-OWNED 0P.E TY DAMAGE IHIRED AUTOS AUTOS $ B X UMBRELLA LIAB X OCCUR ZUP41M1142816NF 8/12/2016 8/12/2017 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED X RETENTION$ 10,000 $ C WORKERS COMPENSATION 0001193570 8/12/2016 8/12/2017 X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? a NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 D Leased/Rented Equipment 06706289 8/12/2016 8/12/2017 Per Item Limit $500,000 Maximum Limit $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Project: Water Main Replacements, Contract 2016 City Project No. 100435 Please see attached for additional information. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Fort Worth THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1000 Throckmorton Street ACCORDANCE WITH THE POLICY PROVISIONS. Fort Worth, TX 76102 AUTHORIZED REPRESENTATIVE Gary Thompson/WRIGHT ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(901401) COMMENTS/REMARKS Additional Insured forms #CG2010 04/13 & CG2037 04/13 apply to the General Liability Policy. Waiver of Subrogation form #CG7208 02/15 applies to the General Liability Policy. Primary & Non-Contributory Form #CG2001 04/13 applies to the General Liability Policy. Additional Insured & Waiver of Subrogation form #CA7109 01/06 applies to the Business Auto Policy. Primary & Non-Contributory form #CA7334 09/15 applies to the Business Auto Policy. Waiver of Subrogation Form 4WC420304B 06/14 applies to the Workers Compensation Policy. *ALWAYS REFER TO THE ATTACHED POLICY FORMS FOR SPECIFIC WORDING OF SUCH COVERAGE, LIMITS, CONDITIONS & EXCLUSIONS. OFREMARK COPYRIGHT 2000, AMS SERVICES INC. POLICY NUMBER: 85316434 COMMERCIAL GENERAL LIABILITY CG 20 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organizations Locations Of Covered Operations ANY PERSON OR ORGANIZATION TO WHOM LOCATIONS DESIGNATED AND YOU HAVE AGREED TO NAME AS ADDI- DESCRIBED IN THE ABOVE TIONAL INSURED BY WRITTEN CONTRACT MENTIONED WRITTEN CONTRACT OR AGREEMENT IF THE CONTRACT OR OR AGREEMENT AGREEMENT IS EXECUTED PRIOR TO LOSS Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following additional organization(s) shown in the Schedule, but only exclusions apply: with respect to liability for "bodily injury", "property This insurance does not apply to "bodily injury" or damage or personal and advertising injury "property damage" occurring after: caused, in whole or in part, by: 1. Your acts or omissions; or 1. All work, including materials, parts or equipment furnished in connection with such 2. The acts or omissions of those acting on your work, on the project (other than service, behalf; maintenance or repairs) to be performed by or in the performance of your ongoing operations for on behalf of the additional insured(s) at the the additional insured(s) at the location(s) location of the covered operations has been designated above. completed; or However: 2. That portion of "your work" out of which the injury or damage arises has been put to its 1. The insurance afforded to such additional intended use by any person or organization insured only applies to the extent permitted by other than another contractor or subcontractor law; and engaged in performing operations for a 2. If coverage provided to the additional insured is principal as a part of the same project. required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 10 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 2 C. With respect to the insurance afforded to these 2. Available under the applicable Limits of additional insureds, the following is added to Insurance shown in the Declarations; Section III— Limits Of Insurance: whichever is less. If coverage provided to the additional insured is This endorsement shall not increase the required by a contract or agreement, the most we applicable Limits of Insurance shown in the will pay on behalf of the additional insured is the Declarations. amount of insurance: 1. Required by the contract or agreement; or Page 2 of 2 0 Insurance Services Office, Inc., 2012 CG 20 10 04 13 POLICY NUMBER: 85316434 COMMERCIAL GENERAL LIABILITY CG 20 37 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -- OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations ANY PERSON OR ORGANIZATION TO WHOM LOCATIONS DESIGNATED AND YOU HAVE AGREED TO NAME AS ADDI- DESCRIBED IN THE ABOVE TIONAL INSURED BY WRITTEN CONTRACT MENTIONED WRITTEN CONTRACT OR AGREEMENT IF THE CONTRACT OR OR AGREEMENT AGREEMENT IS EXECUTED PRIOR TO LOSS Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following is added to organization(s) shown in the Schedule, but only Section III—Limits Of Insurance: with respect to liability for "bodily injury" or If coverage provided to the additional insured is "property damage"caused, in whole or in part, by required by a contract or agreement, the most we "your work" at the location designated and will pay on be half of the additional insured is the described in the Schedule of this endorsement amount of insurance: performed for that additional insured and 1. Required by the contract or agreement; or included in the "products -completed operations 2. Available under the applicable Limits of hazard". Insurance shown in the Declarations; However: 1. The insurance afforded to such additional whichever is less, insured only applies to the extent permitted This endorsement shall not increase the applicable by law; and Limits of Insurance shown in the Declarations. 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 04 13 0 Insurance Services Office, Inc., 2012 Page 1 of 1 Policy #85316434 COMMERCIAL GENERAL LIABILITY CG 20 01 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND 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 (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be contrary: primary and would not seek contribution Primary And Noncontributory Insurance from any other insurance available to the additional insured. 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 CG 20 01 04 13 0 Insurance Services Office, Inc., 2012 Pagel of 1 Policy #85316434 CG 72 08 02 15 TEXAS -EXTENDED ULTRA LIABILITY PLUS ENDORSEMENT COMMERCIAL GENERAL LIABILITY EXTENSION ENDORSEMENT SUMMARY OF COVERAGES This is a summary of the various additional coverages and coverage modifications provided by this ` endorsement. No coverage is provided by this summary. * Extended Property Damage * Expanded Fire Legal Liability to include Explosion, Lightning and Sprinkler Leakage * Coverage for non -owned watercraft is extended to 51 feet in length * Property Damage - Borrowed Equipment * Property Damage Liability - Elevators * Coverage D -Voluntary Property Damage Coverage $5,000 Occurrence with a $10,000 Aggregate * Coverage E - Care, Custody and Control Property Damage Coverage $25,000 Occurrence with a $100,000 Aggregate - $500 Deductible * Coverage F - Electronic Data Liability Coverage - $50,000 * Coverage G - Product Recall Expense $25,000 Each Recall Limit with a $50,000 Aggregate -$1,000 Deductible * Coverage H -Water Damage Legal Liability - $25,000 * Coverage I - Designated Operations Covered by a Consolidated (Wrap-Up) Insurance Program - Limited Coverage * Increase in Supplementary Payments: Bail Bonds to $1,000 * Increase in Supplementary Payments: Loss of Earnings to $500 * For newly formed or acquired organizations -extend the reporting requirement to 180 days * Broadened Named Insured * Automatic Additional Insured - Owners, Lessees or Contractors - Automatic Status When Required in Construction Agreement With You * Contractors Blanket Additional Insured - Limited Products - Completed Operations Coverage * Automatic Additional Insured -Vendors * Automatic Additional Insured - Lessor of Leased Equipment Automatic Status When Required in Lease Agreement With You * Automatic Additional Insured - Managers or Lessor of Premises * Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named Insured *Additional Insured - State or Governmental Agency or Subdivision or Political Subdivision - Permits or Authorizations * Additional Insured -Consolidated Insurance Program (Wrap-Up) Off-Premises Operations Only - Owners, Lessees or Contractors Automatic Status When Required in Construction Agreement With You * Additional Insured - Employee Injury to Another Employee * Automatically included -Aggregate Limits of Insurance (per location) * Automatically included -Aggregate Limits of Insurance (per project) * Knowledge of occurrence - Knowledge of an "occurrence", "claim or suit" by your agent, servant or employee shall not in itself constitute knowledge of the named insured unless an officer of the named insured has received such notice from the agent, servant or employee. * Blanket Waiver of Subrogation * Liberalization Condition * Unintentional failure to disclose all hazards. If you unintentionally fail to disclose any hazards existing at the inception date of your policy, we will not deny coverage under this Coverage Form because of such failure. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non-renewal. * "Insured Contract' redefined for Limited Railroad Contractual Liability * Mobile equipment to include snow removal, road maintenance and street cleaning equipment less than 1,000 lbs GVW * Bodily Injury Redefined REFER TO THE ACTUAL ENDORSEMENT FOLLOWING ON PAGES 2 THROUGH 14 FOR CHANGES AFFECTING YOUR INSURANCE PROTECTION CG 72 08 02 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 14 CG 72 08 02 15 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS - EXTENDED ULTRA LIABILITY PLUS ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SECTION I - COVERAGES A. The following changes are made at COVERAGE A - BODILY INJURY AND PROPERTY DAMAGE LIABILITY 1. Extended Property Damage At 2. Exclusions exclusion a. Expected or Intended Injury is replaced with the following: "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. Expanded Fire Legal Liability At 2. Exclusions the last paragraph is deleted and replaced by the following: Exclusions c. through n. do not apply to damage by fire, explosion, lightning, smoke resulting from such fire, explosion, or lightning or sprinkler leakage to premises while rented to you or temporarily occupied by you with permission of this owner. A separate limit of insurance applies to this coverage as described in SECTION III - LIMITS OF INSURANCE. 3. Non-Owned Watercraft At 2. Exclusions exclusion g. Aircraft, Auto Or Watercraft (2) (a) is deleted and replaced by the following: (a) Less than 51 feet long; 4. Property Damage — Borrowed Equipment At 2. Exclusions the following is added to paragraph (4) of exclusion j. Damage To Property: This exclusion does not apply to "property damage" to borrowed equipment while at a jobsite and while not being used to perform operations. The most we will pay for "property damage" to any one piece of borrowed equipment under this coverage is $25,000 per occurrence. The insurance afforded under this provision is excess over any valid and collectible property insurance (including deductible) available to the insured, whether primary, excess, contingent or on any other basis. 5. Property Damage Liability —Elevators At 2. Exclusions the following is added to paragraphs (3), (4) and (6) of exclusion j. Damage To Property: This exclusion does not apply to "property damage" resulting from the use of elevators. However, any insurance provided for such "property damage" is excess over any valid and collectible property insurance (including deductible) available to the insured, whether primary, excess, contingent or on any other basis. B. The following coverages are added: 1. COVERAGE D -VOLUNTARY PROPERTY DAMAGE COVERAGE "Property damage" to property of others caused by the insured: a. While in your possession; or b. Arising out of"your work". Coverage applies at the request of the insured, whether or not the insured is legally obligated to pay. For the purposes of this Voluntary Property Damage Coverage only: Exclusion j. Damage to Property is deleted and replaced by the following: CG 72 08 02 16 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 14 CG 72 08 02 15 j. Damage to Property "Property damage" to: (1) Property held by the insured for servicing, repair, storage or sale at premises you own, rent, lease, operate or use; (2) Property transported by or damage caused by any "automobile", "watercraft" or"aircraft" you own, hire or lease; (3) Property you own, rent, lease, borrow or use. The amount we will pay is limited as described below in SECTION III - LIMITS OF INSURANCE For the purposes of this Voluntary Property Damage Coverage, our right and duty to defend ends when we have paid the Limit of Liability or the Aggregate Limit for this coverage. 2. COVERAGE E -CARE, CUSTODY AND CONTROL PROPERTY DAMAGE COVERAGE For the purpose of this Care, Custody and Control Property Damage Coverage only: a. Item (4) of Exclusion j. does not apply. The amount we will pay is limited as described below in SECTION 111 -LIMITS OF INSURANCE For the purposes of this Care, Custody and Control Property Damage Coverage, our right and duty to defend ends when we have paid the Limit of Liability or the Aggregate Limit for this coverage. 3. COVERAGE F - ELECTRONIC DATA LIABILITY COVERAGE For the purposes of this Electronic Data Liability Coverage only: a. Exclusion p. of Coverage A — Bodily Injury And Property Damage Liability in Section I — Coverages is replaced by the following: 2. Exclusions This insurance does not apply to: 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. However, this exclusion does not apply to liability for damages because of"bodily injury' b. "Property Damage" means: (1) 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; or (2) Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the "occurrence" that caused it; or (3) Loss of, loss of use of, damage to, corruption of, inability to access or inability to properly manipulate "electronic data", resulting from physical injury to tangible property. All such loss of"electronic data shall be deemed to occur at the time of the "occurrence" that caused it. For the purposes of this Electronic Data Liability Coverage, "electronic data" is not tangible property. The amount we will pay is limited as described below in SECTION 111 - LIMITS OF INSURANCE 4. COVERAGE G - PRODUCT RECALL EXPENSE a. Insuring Agreement (1) We will pay 90% of"product recall expense" you incur as a result of a "product recall" you initiate during the coverage period. (2) We will only pay for "product recall expense" arising out of "your products" which have been physically relinquished to others. The amount we will pay is limited as described below in SECTION III - LIMITS OF INSURANCE CG 72 08 02 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 14 CG 72 08 02 15 b. Exclusions This insurance does not apply to "product recall expense" arising out of: (1) Any fact, circumstance or situation which existed at the inception date of the policy and which you were aware of, or could reasonably have foreseen that would have resulted in a "product recall". (2) Deterioration, decomposition or transformation of a chemical nature, except if caused by an error in the manufacture, design, processing, storage, or transportation of"your product". (3) The withdrawal of similar products or batches that are not defective, when a defect in another product or batch has been found. (4) Acts, errors or omissions of any of your employees, done with prior knowledge of any of your officers or directors. (5) Inherent vice, meaning a natural condition of property that causes it to deteriorate or become damaged. (6) "Bodily Injury" or"Property Damage". (7) Failure of"your product" to accomplish its intended purpose, including any breach of warranty of fitness, quality, efficacy or efficiency, whether written or implied. (8) Loss of reputation, customer faith or approval, or any costs incurred to regain customer market, or any other consequential damages. (9) Legal fees or expenses. (10) Damages claimed for any loss, cost or expense incurred by you or others for the loss of use of "your product". (11) "Product recall expense" arising from the "product recall" of any of "your products" for which coverage is excluded by endorsement. - (12) Any "product recall" initiated due to the expiration of the designated shelf life of"your product". 5. COVERAGE H -WATER DAMAGE LEGAL LIABILITY The Insurance provided under Coverage H (Section 1) applies to "property damage" arising out of water damage to premises that are both rented to and occupied by you. s The Limit under this coverage shall not be in addition to the Damage To Premises Rented To You Limit. The amount we will pay is limited as described below in SECTION III -LIMITS OF INSURANCE. 6. COVERAGE I — DESIGNATED OPERATIONS COVERED BY A CONSOLIDATED (WRAP-UP) INSURANCE PROGRAM The following exclusion is added to Paragraph 2. Exclusions of SECTION 1 — COVERAGES COVERAGE A - BODILY INJURY AND PROPERTY DAMAGE LIABILITY: r. This insurance does not apply to "bodily injury" or "property damage" arising out of either your ongoing operations or operations included within the "products-completed operations hazard" for any "consolidated (Wrap-up) insurance program" which has been provided by the prime contractor / project manager or owner of the construction project in which you are involved. This exclusion applies whether or not a consolidated (Wrap-up) insurance program: a. Provides coverage identical to that provided by this Coverage Part; or b. Has limits adequate to cover all claims. This exclusion does not apply if a "consolidated (Wrap-up) insurance program" covering your operations has been cancelled, non-renewed or otherwise no longer applies for reasons other than exhaustion of all available limits, whether such limits are available on a primary, excess or on any other basis. You must advise us of such cancellation, nonrenewal or termination as soon as practicable. For purposes of this exclusion a "consolidated (wrap-up) insurance program" is a program providing insurance coverage to all parties for exposures involved with a particular (typically major) construction project. CG 72 08 02 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 14 CG 72 08 02 15 C. SUPPLEMENTARY PAYMENTS -COVERAGES A AND B is amended: 1. To read SUPPLEMENTARY PAYMENTS 2. Bail Bonds Item 1.b. is amended as follows: b. Up to $1,000 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. 3. Loss of Earnings Item 1.d. is amended as follows: 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. 4. The following language is added to Item 1. However, we shall have none of the duties set forth above when this insurance applies only for Voluntary Property Damage Coverage and/or Care, Custody or Control Property Damage Coverage and we have paid the Limit of Liability or the Aggregate Limit for these coverages. SECTION II - WHO IS AN INSURED A. The following change is made: Extended Reporting Requirements Item 3.a. is deleted and replaced by the following a. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier. B. The following provisions are added: 4. BROAD FORM NAMED INSURED Item 1.f. is added as follows: f. Any legally incorporated entity of which you own more than 50 percent of the voting stock during the policy period only if there is no other similar insurance available to that entity. However: (1) Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired more than 50 percent of the voting stock; and (2) Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired more than 50 percent of the voting stock. 5. Additional Insured - Owners, Lessees or Contractors -Automatic Status When Required in Construction or Service Agreement With You a. 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 that such person or organization be added as an additional insured on your policy is an insured. Such person or organization is an additional insured only with respect to your liability for "bodily injury", "property damage" or "personal and advertising injury" which may be imputed to that person or organization directly arising out of: 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. However, the insurance afforded to such additional insured: 1. Only applies to the extent permitted by law; and 2. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. b. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to: CG 72 08 02 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 14 CG 72 08 02 15 1. "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: a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which ' caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. 2. "Bodily injury" or"property damage" occurring after: a. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or b. That portion of"your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. 6. Additional Insured — Limited Products Completed Operations Coverage a. Any person(s) or organization(s), but only with respect to your liability for "bodily injury" or "property damage" which may be imputed to that person(s) or organization(s) directly arising out of "your work" performed for that additional insured and included in the "products-completed operations hazard" is an insured. However: (1) The insurance afforded to such additional insureds only applies to the extent permitted by law; (2) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. (3) Coverage will cease five years from the completion of"your work" if: (a) a timeframe is not stipulated in the written contract or written agreement; or (b) a timeframe longer than 5 years is stipulated in the written contract or written agreement. However if a lesser timeframe is stipulated in the written contract or written agreement then that time frame will prevail. b. With respect to the insurance afforded to any additional insured under this endorsement, the following additional exclusionary language shall apply: This insurance does not apply to "bodily injury" or "property damage" arising out of the rendering of, or the failure to render, any professional architecture, 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. 7. Additional Insured -Vendors a. Any person(s) or organization(s) (referred to throughout this additional coverage as vendor), but only with respect to "bodily injury" or "property damage", which may be imputed to that person(s) or organization(s) arising out of "your products" shown with the Schedule which are distributed or sold in the regular course of the vendor's business is an insured. However: (1) The insurance afforded to such vendor only applies to the extent permitted by law; and (2) If coverage provided to the vendor is required by a contract or agreement, the insurance afforded to such vendor will not be broader than that which you are required by the contract or agreement to provide for such vendor. CG 72 08 02 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 14 CG 72 08 02 15 b. With respect to the insurance afforded to these vendors, the following additional exclusions apply: (1) This insurance afforded 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 the absence of the contract or agreement; (b) Any express warranty unauthorized by you; (c) Any physical or chemical change in the product made intentionally by the vendor; (d) Repackaging, except when 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 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. (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. (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 employees or anyone else acting on its behalf. However, this exclusion does not apply to: I. The exceptions contained in Sub-paragraphs 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. 8. Additional Insured — Lessor of Leased Equipment — Automatic Status When Required in Lease Agreement With You a. Any person(s) or organization(s) from whom you lease equipment when you and such person(s) or organization(s) have agreed in writing in a contract or agreement that such person(s) or organization(s) be added as an additional insured on your policy. Such person(s) or organization(s) is an insured only with respect to your liability for "bodily injury", "property damage" or "personal and advertising injury" directly arising out of the maintenance, operation or use of equipment leased to you, which may be imputed to such person or organization as the lessor of equipment. However, the insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; and (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. A person's or organization's status as an additional insured under this endorsement ends when their contract or agreement with you for such leased equipment ends. b. 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. 9. Additional Insured —Managers or Lessors of Premises a. Any person(s) or organization(s), but only with respect to liability arising out of the ownership, maintenance or use of that part of the premises leased to you and subject to the following additional exclusions: CG 72 08 02 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 7 of 14 CG 72 08 02 15 This insurance does not apply to: (1) Any 'occurrence" which takes place after you cease to be a tenant in that premises. (2) Structural alterations, new construction or demolition operations performed by or on behalf of the person(s) or organization(s) afforded coverage by this additional coverage. _ However: (1) The insurance afforded to such additional insured only applies to the extent permitted by law; and (2) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 10. Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named Insured a. Any architects, engineers or surveyors who are not engaged by you are insureds, but only with respect to liability for "bodily injury" or"property damage" or "personal and advertising injury" which may be imputed to that architect, engineer or surveyor arising out of: (1) Your acts or omissions; or (2) Your acts or omissions of those acting on your behalf; in the performance of your ongoing operations performed by you or on your behalf. But only if such architects, engineers or surveyors, while not engaged by you, are contractually required to be added as an additional insured to your policy. However, the insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; and (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. b. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of or failure to render any professional services, including: (1) The preparing, approving, or failing to prepare or approve, maps, drawings, opinions, reports, surveys, change orders, designs or specifications; or (2) Supervisory, inspection or engineering services. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occurrence" which y caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional services. 11. Additional Insured - State or Governmental Agency or Subdivision or Political Subdivision - Permits or Authorizations Any state or governmental agency or subdivision or political subdivision is an insured, subject to the following provisions: a. This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization. However: (1) The insurance afforded to such additional insured only applies to the extent permitted by law; and (2) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 72 08 02 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 8 of 14 CG 72 08 02 15 b. 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". 12. Additional Insured Consolidated Insurance Program (Wrap-Up) Off-Premises Operations Only - Owners, Lessees or Contractors a. Any persons or organizations for whom you are performing operations, for which you have elected to seek coverage under a Consolidated Insurance Program, when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy is an insured. Such person or organization is an additional insured only with respect to your liability which may be imputed to that person or organization directly arising out of your ongoing operations performed for that person or organization at a premises other than any project or location that is designated as covered under a Consolidated Insurance Program. A person's or organization's status as an insured under this endorsement ends when your operations for that insured are completed. b. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies. This insurance does not apply to: "Bodily injury", "property damage", or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and (2) Supervisory, inspection 13. Additional Insured - Employee Injury to Another Employee With respect to your "employees" who occupy positions which are supervisory in nature: Paragraph 2.a.(1) of SECTION II —WHO IS A NAMED INSURED is amended to read: a. "Bodily injury" or"personal and advertising injury" (1) To you, to your partners or members (if you are a partnership or joint venture), or to your members (if you are a limited liability company); (2) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in paragraph (1)(a) above; or (3) Arising out of his or her providing or failing to provide professional healthcare services. Paragraph 3.a. is deleted. For the purpose of this Item 13 only, a position is deemed to be supervisory in nature if that person performs principle work which is substantially different from that of his or her subordinates and has authority to hire, direct, discipline or discharge. SECTION III - LIMITS OF INSURANCE A. The following Items are deleted and replaced by the following: 2. The General Aggregate Limit is the most we will pay for the sum of: a. 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"; and c. Damages under Coverage B; and d. Damages under Coverage H. CG 72 08 02 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 9 of 14 CG 72 08 02 15 3. The Products-Completed Operations Aggregate Limit is the most we will pay under Coverage A for damages because of "bodily injury" and "property damage" included in the "products-completed operations hazard" and Coverage G. 6. Subject to 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, or in the case of damage by fire, explosion, lightning, smoke resulting from such fire, explosion, or lightning or sprinkler leakage while rented to you or temporarily occupied by you with permission of the owner. B. The following are added: 8. Subject to Paragraph 5. of SECTION III — LIMITS OF INSURANCE $25,000 is the most we will pay under Coverage H for Water Damage Legal Liability. 9. Coverage G -Product Recall Expense Aggregate Limit $50,000 Each Product Recall Limit $25,000 a. The Aggregate Limit shown above is the most we will pay for the sum of all "product recall expense" you incur as a result of all "product recalls" you initiate during the endorsement period. b. The Each Product Recall Limit shown above is the most we will pay, subject to the Aggregate and $1,000 deductible, for "product recall expense" you incur for any one "product recall" you initiate during the endorsement period. We will only pay for the amount of Product Recall Expenses which are in excess of the deductible amount. The deductible applies separately to each Product Recall. The limits of insurance will not be reduced by the amount of this deductible. We may, or will if required by law, pay all or any part of any deductible amount. Upon notice of our payment of a deductible amount, you shall promptly reimburse us for the part of the deductible amount we paid. 10. Aggregate Limits of Insurance (Per Location) The General Aggregate Limit applies separately to each of your "locations" owned by or rented to you or temporarily occupied by you with the permission of the owner. "Location" 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. Aggregate Limits of Insurance (Per Project) The General Aggregate Limit applies separately to each of your projects away from premises owned by or rented to you. 12. With respects to the insurance afforded to additional insureds afforded coverage by items 5 through 13 of SECTION II —WHO IS AN INSURED above, the following is added: The most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; 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. 13. Subject to 5. of SECTION III — LIMITS OF INSURANCE, a $5,000 "occurrence" limit and a $10,000 "aggregate" limit is the most we will pay under Coverage A for damages because of "property damage" covered under Coverage D -Voluntary Property Damage Coverage. For the purposes of this Voluntary Property Damage Coverage, our right and duty to defend ends when we have paid the Limit of Liability or the Aggregate Limit for this coverage. CG 72 08 02 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 10 of 14 CG 72 08 02 15 14. Subject to 5. of SECTION III — LIMITS OF INSURANCE, a $25,000 'occurrence" limit and a $100,000 "aggregate" limit is the most we will pay under Coverage E - Care, Custody and Control Coverage regardless of the number of: a. Insureds; b. Claims made or"suits" brought; or c. Persons or organizations making claims or bringing "suits". Deductible - Our obligation to pay damages on your behalf applies only to the amount of damages in excess of $500. This deductible applies to all damages because of "property damage" as the result of any one 'occurrence" regardless of the number of persons or organizations who sustain damages because of that 'occurrence". 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. As respects this coverage "Aggregate" is the maximum amount we will pay for all covered 'occurrences" during one policy period. For the purposes of this Care, Custody and Control Property Damage Coverage, our right and duty to defend ends when we have paid the Limit of Liability or the Aggregate Limit for this coverage. 15. Subject to 5. of SECTION III — LIMITS OF INSURANCE, the most we will pay for "property damage" under Coverage F - Electronic Data Liability Coverage for loss of "electronic data" is $50,000 without regard to the number of"occurrences". SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS A. The following conditions are amended: 1. Knowledge of Occurrence a. Condition 2., Items a. and b. are deleted and replaced by the following: (1) Duties In The Event Of Occurrence, Offense, Claim Or Suit (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. Knowledge of an 'occurrence" by your agent, servant or employee shall not in itself constitute knowledge of the named insured unless an officer of the named insured has received such notice from the agent, servant or employee. To the extent possible, notice should include: L How, when and where the 'occurrence" took place; ` ii. The names and addresses of any injured persons and witnesses, and iii. The nature and location of any injury or damage arising out of the 'occurrence" or offense . (b) If a claim is made or"suit' is brought against any insured, you must: L Immediately record the specifics of the claim or"suit' and the date received; and fl. Notify us as soon as practicable. You must see to it that we receive written notice of the claim or "suit' as soon as practicable. Knowledge of a claim or "suit' by your agent, servant or employee shall not in itself constitute knowledge of the named insured unless an officer of the named insured has received such notice from the agent, servant or employee. 2. Where Broad Form Named Insured is added in SECTION II — WHO IS AN INSURED of this endorsement, Condition 4. Other Insurance b. Excess Insurance (1).(a) is replaced by the following: (a) Any of the other insurance, whether primary, excess, contingent or on any other basis, that is available to an insured solely by reason of ownership by you of more than 50 percent of the voting stock, and not withstanding any other language in any other policy. This provision does not apply to a policy written to apply specifically in excess of this policy. CG 72 08 02 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 11 of 14 CG 72 08 02 15 B. The following are added: 1. Condition (5) of 2.c. (5) Upon our request, replace or repair the property covered under Voluntary Property Damage Coverage at your actual cost, excluding profit or overhead. 10. Blanket Waiver Of Subrogation We waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of: premises owned or occupied by or rented or loaned to you, ongoing operations performed by you or on your behalf, done under a contract with that person or organization, "your work", or "your products". We waive this right where you have agreed to do so as part of a written contract, executed by you before the "bodily injury" or "property damage" occurs or the "personal injury" or "advertising injury" offense is committed. 11. Liberalization If a revision to this Coverage Part, which would provide more coverage with no additional premium becomes effective during the policy period in the state designated for the first Named Insured shown in the Declarations, your policy will automatically provide this additional coverage on the effective date of the revision. 12. Unintentional Failure to Disclose All Hazards Based on our reliance on your representations as to existing hazards, if you unintentionally should fail to disclose all such hazards at the inception date of your policy, we will not deny coverage under this Coverage Part because of such failure. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non-renewal. 13. The following conditions are added in regard to Coverage G - Product Recall Expense In event of a "product recall", you must a. See to it that we are notified as soon as practicable of a "product recall'. To the extent possible, notice should include how, when and where the "product recall' took place and estimated "product recall expense". b. Take all reasonable steps to minimize "product recall expense". This will not increase the limits of insurance. c. If requested, permit us to question you under oath at such times as may be reasonably required about any matter relating to this insurance or your claim, including your books and records. Your answers must be signed. d. Permit us to inspect and obtain other information proving the loss. You must send us a signed, sworn statement of loss containing the information we request to investigate the claim. You must do this within 60 days after our request. e. Cooperate with us in the investigation or settlement of any claim. f. Assist us upon our request, in the enforcement of any rights against any person or organization which may be liable to you because of loss to which this insurance applies. g. Claims Handling (1) Within 15 days after we receive written notice of claim, we will: (a) Acknowledge receipt of the claim. If we do not acknowledge receipt of the claim in writing, we will keep a record of the date, method and content of the acknowledgment; (b) Begin any investigation of the claim; and (c) Request a signed, sworn proof of loss, specify the information you must provide and supply you with the necessary forms. We may request more information at a later date, if during the investigation of the claim such additional information is necessary. (2) We will notify you in writing as to whether: (a) The claim or part of the claim will be paid; (b) The claim or part of the claim has been denied, and inform you of the reasons for denial; (c) More information is necessary; or (d) We need additional time to reach a decision. If we need additional time, we will inform you of the reasons for such need. CG 72 08 02 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 12 of 14 CG 72 08 02 15 (3) We will provide notification, as described in (2)(a) through (2)(d) above, within: (a) 15 business days after we receive the signed, sworn proof of loss and all information we requested; or (b) 30 days after we receive the signed, sworn proof of loss and all information we requested, if we have reason to believe the loss resulted from arson. If we have notified you that we need additional time to reach a decision, we must then either approve or deny the claim within 45 days of such notice. h. We will pay for covered loss or damage within 5 business days after: (1) We have notified you that payment of the claim or part of the claim will be made and have reached agreement with you on the amount of loss; or (2) An appraisal award has been made. However, if payment of the claim or part of the claim is conditioned on your compliance with any of the terms of this policy, we will make payment within 5 business days after the date you have complied with such terms. L Catastrophe Claims If a claim results from a weather related catastrophe or a major natural disaster, the claim handling and claim payment deadlines described in a. and b. above are extended for an additional 15 days. Catastrophe or Major Natural Disaster means a weather related event which is: (1) Declared a disaster under the Texas Disaster Act of 1975; or (2) Determined to be a catastrophe by the State Board of Insurance. j. The term "business day", as used in this endorsement, means a day other than Saturday, Sunday or a holiday recognized by the state of Texas. k. We will issue loss payment to the first Named Insured shown in the Declarations and any mortgagee or loss payee as designated. 14. Limited Railroad Contractual Liability The following conditions are applicable only to coverage afforded by reason of the redefining of an "insured contract' in the DEFINITIONS section of this endorsement: a. Railroad Protective Liability coverage provided by ISO form CG 0035 with minimum limits of$2,000,000 per occurrence and a $6,000,000 general aggregate limit must be in place for the entire duration of any project. b. Any amendment to the Other Insurance condition of form CG 0035 alters the primacy of the coverage or which impairs our right to contribution will rescind any coverage afforded by the redefined "insured contract' language. c. For the purposes of the Other Insurance condition of form CG 0035 you, the named insured, will be deemed to be the designated contractor. SECTION V - DEFINITIONS A. At item 12. Mobile Equipment the wording at f.(1) is deleted and replaced by the following: f.(1) Equipment designed primarily for: (a) Snow removal; (b) Road maintenance, but not construction or resurfacing; or (c) Street cleaning; except for such vehicles that have a gross vehicle weight less than 1,000 lbs which are not designed for highway use. B. Item 3. "bodily injury" is deleted and replaced with the following: 3. "Bodily injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sickness or disease. C. Item 9. "Insured Contract' c. is deleted and replaced with the following: c. Any easement or license agreement; D. Item 9. "Insured Contract' f.(1) is deleted E. The following definitions are added for this endorsement only: 23. "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, tape drives, cells, data processing devices or any other media which are used with electronically controlled equipment. CG 72 08 02 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 13 of 14 CG 72 08 02 15 24. "Product recall" means a withdrawal or removal from the market of "your product" based on the determination by you or any regulatory or governmental agency that: a. The use or consumption of "your product" has caused or will cause actual or alleged "bodily injury" or "property damage"; and b. Such determination requires you to recover possession or control of "your product" from any distributor, purchaser or user, to repair or replace "your product', but only if "your product" is unfit for use or consumption, or is hazardous as a result of: (1) An error or omission by an insured in the design, manufacturing, processing, labeling, storage, or transportation of"your product; or (2) Actual or alleged intentional, malicious or wrongful alteration or contamination of "your product' by someone other than you. 25. "Product recall expense" means reasonable and necessary expenses for: a. Telephone, radio and television communication and printed advertisements, including stationery, envelopes and postage. b. Transporting recalled products from any purchaser, distributor or user, to locations designated by you. c. Remuneration paid to your employees for overtime, as well as remuneration paid to additional employees or independent contractors you hire. d. Transportation and accommodation expense incurred by your employees. e. Rental expense incurred for temporary locations used to store recalled products. f. Expense incurred to properly dispose of recalled products, including packaging that cannot be reused. g. Transportation expenses incurred to replace recalled products. h. Repairing, redistributing or replacing covered recalled products with like products or substitutes, not to exceed your original cost of manufacturing, processing, acquisition and/or distribution. These expenses must be incurred as a result of a"product recall". CG 72 08 02 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 14 of 14 Policy #85316434 CA 71 09 01 06 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO ULTRA ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM COVERAGE INDEX Descriptio n Page TEMPORARY SUBSTITUTE AUTO PHYSICAL DAMAGE 1 BROAD FORM INSURED 1 EMPLOYEES AS INSUREDS 2 ADDITIONAL INSURED STATUS BY CONTRACT, AGREEMENT OR PERMIT 2 AMENDED FELLOW EMPLOYEE EXCLUSION 2 TOWING AND LABOR 2 PHYSICAL DAMAGE ADDITIONAL TRANSPORTATION EXPENSE COVERAGE 3 EXTRA EXPENSE -THEFT 3 RENTAL REIMBURSEMENT AND ADDITIONAL TRANSPORTATION EXPENSE 3 PERSONAL EFFECTS COVERAGE 4 AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 4 AIRBAG ACCIDENTAL DISCHARGE 4 AUTO LOAN/LEASE TOTAL LOSS PROTECTION ENDORSEMENT 4 GLASS REPAIR — DEDUCTIBLE AMENDMENT 5 AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS 5 WAIVER OF SUBROGATION REQUIRED BY CONTRACT 5 UNINTENTIONAL FAILURE TO DISCLOSE 5 HIRED, LEASED, RENTED OR BORROWED AUTO PHYSICAL DAMAGE 5 EXTENDED CANCELLATION CONDITION 6 The COVERAGE INDEX set forth above is informational only and grants no coverage. Terms set forth in (Bold Italics) are likewise for information only and by themselves shall be deemed to grant no coverage. A. TEMPORARY SUBSTITUTE AUTO PHYSICAL B. BROADENED LIABILITY COVERAGES DAMAGE SECTION 11 — LIABILITY COVERAGE in Paragraph A. SECTION I—COVERED AUTOS, paragraph C. Certain Coverage at 1. Who Is An Insured is amended to Trailers, Mobile Equipment and Temporary include the following: Substitute Autos is amended by adding the following at the end of the existing language: (Broad Form Insured) If Physical Damage Coverage is provided under this d. Any legally incorporated subsidiary in which you Coverage form for an "auto" you own, the Physical own more than 50% of the voting stock on the Damage coverages provided for that owned "auto" are effective date of the Coverage Form. However, the extended to any "auto" you do not own while used with Named Insured does not include any subsidiary that the permission of its owner as a temporary substitute for is an "insured" under any other automobile policy or the covered "auto" you own that is out of service would be an "insured" under such a policy but because of its breakdown, repair, servicing, "loss", or for its termination or the exhaustion of its Limit destruction. of Insurance. CA 71 09 01 06 Includes Copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 6 CA 71 09 01 06 e. Any organization that is acquired or formed by you, C. AMENDED FELLOW EMPLOYEE EXCLUSION during the term of this policy and over which you maintain majority ownership. However, the Named Only with respect to your "employees" who occupy Insured does not include any newly formed or positions which are supervisory in nature, SECTION II. acquired organization: LIABILITY B. Exclusion 5. Fellow Employee is (1) That is a joint venture or partnership, replaced by: (2) That is an "insured" under any other policy, 5. Fellow Employee "Bodily Injury": (3) That has exhausted its Limit of Insurance under any other policy, or (a) To you, or your partners or members (if you are a partnership or joint venture), or to your (4) 180 days or more after its acquisition or members (if you are a limited liability formation by you, unless you have given us company); notice of the acquisition or formation. Coverage does not apply to "bodily injury" or (b) To your "executive officers" and directors (if you are an organization other than a "property damage" that results from an accident that occurred before you formed or acquired the partnership, joint venture, or limited liability organization. company) but only with respect to performance of their duties as your officers or directors; (Employee as Insureds) (c) For which there is an obligation to share f. Any employee of yours while acting in the course of damages with or repay someone else who your business or your personal affairs while using a must pay damages because of the injury covered "auto" you do not own, hire or borrow. described in paragraph a and b above; or (Additional Insured Status by Contract, Agreement (d) Arising out of his or her providing or failing or Permit) to provide professional health care services. g. Any person or organization whom you are required For purposes of this endorsement, a position is deemed to add as an additional insured on this policy under to be supervisory in nature if that person performs a written contract or agreement; but the written principle work which is substantially different from that contract or agreement must be: of his or her subordinates and has authority to hire, (1) Currently in effect or becoming effective during transfer, direct, discipline or discharge. the term of this policy; and D. BROADENED PHYSICAL DAMAGE COVERAGES (2) Executed prior to the "bodily injury" or "property damage". SECTION III — PHYSICAL DAMAGE COVERAGE Coverage is amended as follows: The additional insured status will apply only with respect to your liability for "bodily injury" or "property damage" (TOWING AND LABOR) which may be imputed to that person(s) or 2. Towing and Labor organization(s) directly arising out of the ownership, maintenance or use of the covered "autos" at the We will pay towing and labor costs incurred, up to the location(s) designated, if any. limits shown below, each time a covered "auto" Coverage provided by this endorsement will not exceed classified and rated as a private passenger type, "light the limits of liability required by the written contract or truck" or"medium truck" is disabled: written agreement even if the limits of liability stated in (a) For private passenger type vehicles or"light the policy exceed those limits. This endorsement shall trucks" we will pay up to $75 per not increase the limits stated in Section II. C. Limits of disablement. "Light trucks" have a gross Insurance. vehicle weight (GVW) of 10,000 pounds or For any covered "auto" you own this Coverage Form less. provides primary coverage. CA 71 09 01 06 Includes Copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 6 CA 71 09 01 06 (b) For "medium trucks" we will pay up to $150 (2) We will pay only for expenses incurred per disablement. "Medium trucks" have a during the policy period and beginning 24 gross vehicle weight (GVW) of 10,001 lbs. hours after the "loss" and ending, regardless to 20,000 pounds. of the policy's expiration, with the lesser of the following number of days: However, the labor must be performed at the place of (a) The number of days reasonably disablement. required to repair or replace the covered (PHYSICAL DAMAGE ADDITIONAL "auto." If "loss" is caused by theft, this TRANSPORTATION EXPENSE COVERAGE) number of days is added to the number of days it takes to locate the covered 4. Coverage Extensions "auto" and return it to you, or a. Transportation Expense is amended to (b) 30 days. provide the following limits: (3) Our payment is limited to the lesser of the We will pay up to $50 per day to a maximum of following amounts: $1,000. All other terms and provisions of this (a) Necessary and actual expenses section remain applicable. incurred; or (EXTRA EXPENSE- THEFT) (b) $35 per day. The following language is added to 4. Coverage (c) This coverage does not apply while Extensions: there are spare or reserve "autos" c. Theft Recovery Expense available to you for your operations. (d) If "loss" results from the total theft of a If you have purchased Comprehensive covered "auto" of the private passenger Coverage on an "auto" that is stolen, we will pay or light truck type, we will pay under this the expense of returning that stolen auto to you. coverage only that amount of your The limit for this coverage extension is $5,000. rental reimbursement expense which is not already provided for under the (RENTAL REIMBURSEMENT AND ADDITIONAL SECTION III — PHYSICAL DAMAGE TRANSPORTATION EXPENSE) COVERAGE, A. Coverage, 4. d. Rental Reimbursement Coverage Extensions, a. Transportation Expenses. We will provide Rental Reimbursement and (PERSONAL EFFECTS COVERAGE) Additional Expense coverage only for those Physical Damage coverages for which a e. Personal Effects premium is shown in the Declarations or If you have purchased Comprehensive schedule pages. Coverage applies only to a covered "auto" of the private passenger or light Coverage on this policy for an "auto" you own truck (10,000 lbs. or less gross vehicle weight) and that "auto" is stolen, we will pay, without type for which Physical Damage coverages application of a deductible, up to $500 for Personal Effects stolen with the "auto". The apply. insurance provided under this provision is (1) We will pay for auto rental expense and the excess over any other collectible insurance. For expense incurred by you because of "loss" this coverage extension, Personal Effects to remove and transfer your materials and means tangible property that is worn or carried equipment from a covered "auto" to a by an "insured". Personal Effects does not covered "auto." Payment applies in addition include tools, jewelry, guns, musical to the otherwise applicable coverage you instruments, money, or securities. have on a covered "auto." No deductible applies to this coverage. CA 71 09 01 06 Includes Copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 6 CA 71 09 01 06 (AUDIO, VISUAL AND DATA ELECTRONIC (4) With respect to this coverage, the most we EQUIPMENT COVERAGE) will pay for all "loss" of audio, visual or data electronic equipment and any accessories (Deletion of Audio Visual Equipment Exclusion) used with this equipment as a result of any one "accident" is the lesser of: f. Audio, Visual and Data Electronic Equipment Coverage. (a) The actual cash value of the damaged or stolen property as of the time of the We will pay for "loss" to any electronic "loss"; equipment that receives or transmits audio, (b) The cost of repairing or replacing the visual or data signals and that is not designed damaged or stolen property with other solely for the reproduction of sound. This property of like kind and quality; or coverage applies only if the equipment is $1,000; permanently installed in a covered "auto" at the time of the "loss" or the equipment is removable minus a deductible of$100. from a housing unit which is permanently An adjustment for depreciation and physical installed in a covered "auto" at the time of the condition will be made in determining actual "loss", and such equipment is designed to be cash value at the time of loss. If a repair or solely operated by use of the power from the "auto's" electrical system, in or upon the replacement results in better than like kind covered "auto." or quality, we will not pay for the amount of the betterment. (1) We will pay with respect to a covered "auto" If there is other coverage provided for audio, for "loss" to any accessories used with the visual and data electronic equipment, the electronic equipment described above. coverage provided herein is excess over any However, this does not include tapes, other collectible insurance. records or discs. (2) In addition to the exclusions that apply to (AIRBAG ACCIDENTAL DISCHARGE) Physical Damage Coverage with exception D. SECTION III — PHYSICAL DAMAGE COVERAGE, of the exclusion relating to audio, visual and B. Exclusions is amended as follows: data electronic equipment, the following exclusions also apply: The following language is added to Exclusion 3.: (3) We will not pay for any electronic If you have purchased Comprehensive or Collision equipment or accessories used with such Coverage under this policy, this exclusion does not electronic equipment that are: apply to mechanical breakdown relating to the (a) Necessary for the normal operation of accidental discharge of an air bag. This coverage the covered "auto" for the monitoring of applies only to a covered auto you own and is the covered "auto's" operating system; excess of any other collectible insurance or warranty. No deductible applies to this coverage. or (b) Both: E. AUTO LOAN/LEASE TOTAL LOSS PROTECTION An integral part of the same unit SECTION III — PHYSICAL DAMAGE COVERAGE — C. housing any sound reproducing Limit of Insurance is amended by adding the following equipment designed solely for the language: reproducing of sound if the sound reproducing equipment is permanently 4. In the event of a total "loss" to a covered "auto" installed in the covered "auto"; and shown in the Schedule pages, subject at the time of Permanently installed in the opening of the "loss" to a loan or lease, we will pay any unpaid the dash or console normally used by amount due on the lease or loan for a covered the manufacturer for the installation of a "auto" less: radio. CA 71 09 01 06 Includes Copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 6 CA 71 09 01 06 a. The amount paid under the Physical Damage (4) Your members, managers or insurance Coverage Section of the policy; and manager, if you are a limited liability b. Any: company; or (5) Your officials, trustees, board members or (1) Overdue lease / loan payments at the time insurance manager, if you are a of the "loss"; not-for-profit organization. (2) Financial penalties imposed under a lease G. WAIVER OF SUBROGATION REQUIRED BY for excessive use, abnormal wear and tear CONTRACT or high mileage; (3) Security deposits not returned by the lessor; Under SECTION IV, BUSINESS AUTO CONDITIONS, A. Loss Conditions 5. Transfer (4) Costs for extended warranties, Credit Life of Rights of Recovery Against Others to Us Insurance, Health, Accident or Disability the following language is added: Insurance purchased with the loan or lease; However, we waive any rights of recovery we may and have against the person or organization with whom (5) Carry-over balances from previous loans or you have agreed in writing in a contract, agreement leases. or permit, to provide insurance such as is afforded under the policy to which this endorsement is (GLASS REPAIR — DEDUCTIBLE AMENDMENT) attached. This provision does not apply unless the written contract or written agreement has been Under D., Deductible is amended by adding the executed, or permit has been issued, prior to the "bodily injury" or"property damage." following: Any deductible shown in the Declarations as H. UNINTENTIONAL FAILURE TO DISCLOSE applicable to the covered "auto" will not apply to glass breakage if the damaged glass is repaired, Under SECTION IV — BUSINESS AUTO rather than replaced. CONDITIONS, Subsection B. General Conditions , F. AMENDED DUTIES IN THE EVENT OF the following is added to 2. Concealment, ACCIDENT, CLAIM, SUIT OR LOSS Misrepresentation Or Fraud Your unintentional error in disclosing, or failing to Under SECTION IV — BUSINESS AUTO CONDITIONS, disclose, any material fact existing at the effective Subsection A., Loss Conditions , the following is date of this Coverage Form, or during the policy added to paragraph 2. Duties In The Event of period in connection with any additional hazards, will Accident, Suit or Loss: not prejudice your rights under this Coverage Form. d. Knowledge of any "accident," "claim," "suit' or I. HIRED, LEASED, RENTED OR BORROWEDAUTO PHYSICAL DAMAGE "loss" will be deemed knowledge by you when notice of such "accident," "claim," "suit" or "loss" Under SECTION IV — BUSINESS AUTO CONDITIONS has been received by: B. General Conditions 5. Other Insurance (1) You, if you are an individual; Paragraph 5.b. is replaced by the following: (2) Any partner or insurance manager if you are b. (1) For "Comprehensive" and "Collision" Auto a partnership; Physical Damage provided by this endorsement, the following are deemed to be covered "autos" (3) An executive officer or insurance manager, you own: if you are a corporation; (a) Any Covered "auto" you lease, hire, rent or borrow; and CA 71 09 01 06 Includes Copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 6 CA 71 09 01 06 a. The amount paid under the Physical Damage (4) Your members, managers or insurance Coverage Section of the policy; and manager, if you are a limited liability b. Any: company; or (1) Overdue lease / loan payments at the time (5) Your officials, trustees, board members or of the "loss"; insurance manager, if you are a not-for-profit organization. (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear G. WAIVER OF SUBROGATION REQUIRED BY or high mileage; CONTRACT (3) Security deposits not returned by the lessor; Under SECTION IV, BUSINESS AUTO CONDITIONS, A. Loss Conditions 5. Transfer (4) Costs for extended warranties, Credit Life of Rights of Recovery Against Others to Us Insurance, Health, Accident or Disability the following language is added: Insurance purchased with the loan or lease; However, we waive any rights of recovery we may and have against the person or organization with whom (5) Carry-over balances from previous loans or you have agreed in writing in a contract, agreement leases. or permit, to provide insurance such as is afforded under the policy to which this endorsement is (GLASS REPAIR — DEDUCTIBLE AMENDMENT) attached. This provision does not apply unless the written contract or written agreement has been Under D., Deductible is amended by adding the executed, or permit has been issued, prior to the following: "bodily injury" or"property damage." Any deductible shown in the Declarations as H. UNINTENTIONAL FAILURE TO DISCLOSE applicable to the covered "auto" will not apply to glass breakage if the damaged glass is repaired, Under SECTION IV — BUSINESS AUTO rather than replaced. CONDITIONS, Subsection B. General Conditions , F. AMENDED DUTIES IN THE EVENT OF the following is added to 2. Concealment, ACCIDENT, CLAIM, SUIT OR LOSS Misrepresentation Or Fraud: Your unintentional error in disclosing, or failing to Under SECTION IV— BUSINESS AUTO CONDITIONS, disclose, any material fact existing at the effective Subsection A., Loss Conditions , the following is date of this Coverage Form, or during the policy added to paragraph 2. Duties In The Event of period in connection with any additional hazards, will Accident, Suit or Loss: not prejudice your rights under this Coverage Form. d. Knowledge of any "accident," "claim," "suit" or I. HIRED, LEASED, RENTED OR BORROWED AUTO PHYSICAL DAMAGE "loss" will be deemed knowledge by you when notice of such "accident," "claim," "suit" or "loss" Under SECTION IV — BUSINESS AUTO CONDITIONS has been received by: B. General Conditions 5. Other Insurance (1) You, if you are an individual; Paragraph 5.b. is replaced by the following: (2) Any partner or insurance manager if you are b. (1) For "Comprehensive" and "Collision" Auto a partnership; Physical Damage provided by this endorsement, the following are deemed to be covered "autos" (3) An executive officer or insurance manager, you own: if you are a corporation; (a) Any Covered "auto" you lease, hire, rent or borrow; and CA 71 09 01 06 Includes Copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 6 CA 71 09 01 06 (b) Any Covered "auto" hired or rented by your (3) This Hired Auto Physical Damage coverage is "employee" under a contract in that excess over any other collectible insurance. individual "employee's" name, with your permission, while performing duties related (4) Definitions For This Section to the conduct of your business. (a) Comprehensive Coverage: from any cause _ However, any "auto" that is leased, hired, rented or except the covered "auto's" collision with borrowed with a driver is not a covered "auto" another object or the covered "auto's" overturn. We will pay glass breakage, "loss" (2) Limit of Insurance For This Section caused by hitting a bird or animal and, "loss" The most we will pay for any one "loss" is the caused by falling objects or missiles. lesser of the following: (b) Collision Coverage: caused by the covered "auto's" collision with another object or by (a) $50,000 per accident, or the covered "auto's" overturn. (b) actual cash value at the time of loss, or J. EXTENDED CANCELLATION CONDITION (c) cost of repair. A. Under CANCELLATION, of the COMMON POLICY CONDITIONS form, item 2.b. is replaced by the minus a $500 deductible. An adjustment for following: depreciation and physical condition will be made in determining actual cash value in the event of b. 60 days before the effective date of cancellation a total loss. No deductible applies to "loss" if we cancel for any other reason caused by fire or lightning. CA 71 09 01 06 Includes.Copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 6 Policy #85316434 CA 73 34 09 15 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NON-CONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM The following language replaces SECTION IV BUSINESS AUTO CONDITIONS Part B. General Conditions 5. Other Insurance c.: c. Regardless of the provisions of Paragraph a. above, this Coverage Form's Covered Autos Liability Coverage is primary for any liability assumed under an "insured contract". This coverage will also be non-contributory if it is required by the terms of the "insured contract". CA 73 34 09 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 ex utua Insurance Company WORKERS'COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured Copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT ' This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization ( X ) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s)or organization(s)arising out of the operations described. 4. Advance Premium: INCLUDED, SEE INFORMATION PAGE. This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following"attaching clause"need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement,effective on 08/12/2016 at 12:01 a.m.standard time,forms a part of: Policy No.0001193570 of Texas Mutual Insurance Company effective on 08/12/2016 Issued to: WILLIAM J SCHULTZ INC DBA: CIRCLE C CONSTRUCTION COMPANY Premium: $0.00 Authorized Representative NCCI Carrier Code:29939 08/11/2016 PO Box 12058,Austin,TX 78711-2058 1 of 1 (800)859-5995 1 Fax(800)359-0650 1 texasmutual.com WC 42 03 04 B STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmry2,2016 ' � ��� 11�� �^�� �^�^�' ��~�� ^'^�^�`��^� ��� ~����`��"�"~��`^� `�� ��"^� CONSTRUCTION CONTRACT ~,`^�,`,^^�~�~�^�~/^� ~���^n "^^^ ^~,^ � ' ---B_-_- OF __-. ----. -_ Page , Article | —IJofiniti>uaand Terminology-------------------------------.---..l _ 1.01 Defined Terms...............................................................................................................................} 0 ___-_=" ].�� ____________________________,,,,,____________6 � Ten Article 3—Preliminary Matters.........................................................................................................................7 �' 2 �l ofI�oouoocota 7 . `~uy��u -------------------.-----.-------------.. ^ 2.02 Commencement ofContract Time;Notice toProceed................................................................7 2.09 Starting the Work..........................................................................................................................8 ^ 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting------------------------.—.—.—..—.—.—...-----..8 K 2.07 Initial Acceptance nfSchedules....................................................................................................8 Article 3 —Contract Documents: Tutcot Amending, Reuse............................................................................8 � U �'01 Intent ''. '. .'.'.,'..'—.-- --.—''--------.0 3.02 Reference Standards......................................................................................................................g 3.03 Reporting and Resolving Discrepancies-----------------------------g � � �'04 �"` "�"'�mod Supplementing Contract '' l0 3.05 Reuse ofDocuments...................................................................................................................l0 3.06 Electronic Data............................................................................................................................}{ ' Article 4—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental � Conditions; Reference Points---------------.—.-----.----.--.-------ll � 4.01 Availability ofLands ..................................................................................................................ll 4.02 Subsurface and Physical Conditions --------------.—.--------...---- }2 4.03 Differing Subsurface or Physical Conditions.............................................................................{2 K ' 4.84 Underground Facilities -----.---.~.—.-------------.----------. ]3 4.05 Reference Points .........................................................................................................................l4 4.06 }fuzocduno Environmental Condition o1Site..............................................................................l4 Article5—Bonds and Insurance .....................................................................................................................16 5.01 Licensed Sureties and Insurers...................................................................................................l6 � 5.02 Performance,Payment, and Maintenance Bonds.......................................................................l6 5.03 Certificates ofInsurance.............................................................................................................l6 5.04 Contractor's Insurance................................................................................................................lK � 5.05 Acceptance u[Bonds and Insurance; Option to Replace-------------------..lq Article 6—Contractor's Responsibilities----------------------------------..lq � 6.01 Supervision and Superintendence----------------------------.--.. lq CITY oxFORT WORTH ' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnimy2,2016 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and"Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes ...........................................................................................................................................28 6.12 Use of Site and Other Areas .......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs .............................................................................................30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6.22 Delegation of Professional Design Services ..............................................................................34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 Article 7-Other Work at the Site...................................................................................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article 8-City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due ............................................................................................................................36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals..............................................................................................36 8.07 Limitations on City's Responsibilities .......................................................................................37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program...............................................................................................37 Article 9-City's Observation Status During Construction...........................................................................37 9.01 City's Project Manager ............................................................................................................37 9.02 Visits to Site................................................................................................................................37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniary2,2016 Article 10-Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work ...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 -Cost of the Work;Allowances;Unit Price Work; Plans Quantity Measurement......................41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 .`' Article 12-Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 -Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Worlc........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title ...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release ........................................................56 14.09 Waiver of Claims........................................................................................................................57 Article 15 -Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article 16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebnjW2,2016 Article17—Miscellaneous..............................................................................................................................62 17.01 Giving Notice..............................................................................................................................62 17.02 Computation of Times ................................................................................................................62 17.03 Cumulative Remedies.................................................................................................................62 17.04 Survival of Obligations...............................................................................................................63 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnumy2,2016 007200 - 1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1–DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined terin, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor _ during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award–Authorization by the City Council for the City to enter into an Agreement. 6. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febwaty2,2016 007200 - 1 GENERAL CONDITIONS Page 2 of 63 13. Change Order—A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney – The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager – The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or sei vices 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 FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmmy 2,2016 007200 - 1 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 means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work – Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order—A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance – The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Februwy 2,2016 007200 - 1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements—Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item–An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or$25,000 whichever is less. 45. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs Polychlorinated biphenyls. 49. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 50. Plans–See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnumy2,2016 007200 - 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 Manager—The authorized representative of the City who will be assigned to the Site. 54. Public Meeting – An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.)as amended from time to time. 56. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday(excluding legal holidays). 57. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. f CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuary2,2016 007200 - 1 GENERAL CONDITIONS Page 6 of 63 63. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent– The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours– Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day–A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.023 through E are not defined but, when used in the Bidding Requirements or Contract Documents,have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuuy2,2016 007200 - 1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2—PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time;Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febany2,2016 007200 - 1 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuvy2,2016 007200 - 1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes,Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each paias. of 't e urx, Contractor ntracfor 5la_1 111 caiCLiu_tily study aiid coiiipai`c the Contract Douuiiielits and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary 2,2016 007200 - 1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 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 docurnents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary 2,2016 007200 - 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 parry. 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 parry makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200 - 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: I. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 1 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. f1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniwy 2,2016 007200 - 1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized.* Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors,members,partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200 - 1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fidlest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Februxy2,2016 007200 - 1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5—BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (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 SPECIFICATION DOCUMENTS Revision:Febnimy2,2016 007200 - 1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement,which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property& Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required,written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with _ or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February2,2016 007200 - 1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of$5,000.00, for any policy that does not provide coverage on a first-dollar basis,must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either parry or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Februmy2,2016 007200 - 1 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 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing s within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means,methods,techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 1 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 legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source,kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmaty 2,2016 007200 - 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 0132 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. £a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnumy2,2016 007200 - 1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary 2,2016 007200 - 1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales,maintenance,repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an"or-equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200 - 1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions:No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended)by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Februwy2,2016 007200 - 1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. 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 SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and 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 fidlest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy 2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 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.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200 - 1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show,changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuwy 2,2016 007200 - 1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal,relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal,relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February2,2016 007200 - 1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive 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 confoi-mance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 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 SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 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 furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED IN WHOLE OR IN PART BY ANY ACT OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200 - 1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnkury2,2016 007200 - 1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title V1, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7—OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febcaary2,2016 007200 - 1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site,the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8—CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmaty2,2016 007200 - 1 GENERAL CONDITIONS Page 37 of 63 r; 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 Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is <insert name here >, or his/her successor pursuant to written notification from the Director of < insert managing department here>. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and �' J g J �' responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor,who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10—CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febaimy2,2016 007200 - 1 - GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Februwy2,2016 007200 - 1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any,take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of farther resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuxy2,2016 007200 - 1 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; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55%markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 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. £ 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 SPECIFICATION DOCUMENTS Revision:Febnuuy2,2016 007200 - 1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0 LA.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 offices other than Contractor's office at the Site. -- 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs I LOLA 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 Alloti4)ances _ A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Februacy2,2016 007200 - 1 GENERAL CONDITIONS Page 44 of 63 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities,unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an _ adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmry2,2016 007200 - 1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.0l.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.Q. 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 11.0l.A.1, 11.0l.A.2. and 11.0l.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 11.0l.A.5,the Contractor's fee shall be five percent(5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually perforins the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200 - 1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February2,2016 007200 - 1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections,which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible,with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniary2,2016 007200 - 1 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 SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200 - 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 cowl or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniary2,2016 007200 - 1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim,pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven(7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniary2,2016 007200 - 1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuary2,2016 007200 - 1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied(except as previously delivered)by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any,to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. - ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmry2,2016 007200 - 1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation,may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature,the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to cavy on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuay2,2016 007200 - 1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. _= 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items - are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for(without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and r-- furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work,plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16—DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200 - 1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other parry of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17—MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if. 1. delivered in person to the individual or to a member of the firth or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmry2,2016 007200 - 1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 7 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, 9 and other provisions of the Contract Documents as indicated below. All provisions of the General 10 Conditions that are modified or supplemented remain in full force and effect as so modified or 11 supplemented. All provisions of the General Conditions which are not so modified or 12 supplemented remain in full force and effect. 13 14 Defined Terms 15 16 The terms used in these Supplementary Conditions which are defined in the General Conditions 17 have the meaning assigned to them in the General Conditions, unless specifically noted herein. 18 19 Modifications and Supplements 20 21 The following are instructions that modify or supplement specific paragraphs in the General 22 Conditions and other Contract Documents. 23 24 SC-3.03B.2,'"Resolving Discrepancies" 25 26 Plans govern over Specifications. 27 28 SC-4.01A 29 30 Easement limits shown on the Drawing are approximate and were provided to establish a basis 31 for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to - 32 the lines shown on the Contract Drawings. 33 34 SC-4.01A.1.,-Availability of Lands" 35 36 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any 37 as of August 15, 2016; 38 39 Outstanding Right-Of-Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None 40 The Contractor understands and agrees that the dates listed above are estimates only, are not 41 guaranteed, and do not bind the City. 42 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised January 22, 2016 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 7 1 If Contractor considers the final easements provided to differ materially from the representations 2 on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding 3 with the Work, notify City in writing associated with the differing easement line locations. 4 5 SC-4.01A.2,"Availability of Lands" 6 7 Utilities or obstructions to be removed, adjusted, and/or relocated 8 9 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or 10 relocated as of August 15, 2016; 11 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None 12 The Contractor understands and agrees that the dates listed above are estimates only, are not 13 guaranteed, and do not bind the City. 14 15 SC-4.02A.,"Subsurface and Physical Conditions" 16 17 The following are reports of explorations and tests of subsurface conditions at the site of the 18 Work: 19 20 None 21 22 The following are drawings of physical conditions in or relating to existing surface and subsurface 23 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 24 25 None 26 27 SC-4.06A.,`Hazardous Environmental Conditions at Site" 28 29 The following are reports and drawings of existing hazardous environmental conditions known to 30 the City: 31 32 None 33 34 SC-5.03A.,"Certificates of Insurance" 35 36 The entities listed below are "additional insureds as their interest may appear" including their 37 respective officers, directors, agents and employees. 38 39 (1) City 40 (2) Consultant: None 41 (3) Other: None 42 43 SC-5.04A.,"Contractor's Insurance" 44 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised January 22, 2016 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 7 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-5.04B. 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 5.04C.,"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 if 38 limits are at least: 39 40 $250,000 Bodily Injury per person/ 41 $500,000 Bodily Injury per accident/ 42 $100,000 Property Damage 43 44 SC-5.04D.,"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 48 49 None 50 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised January 22, 2016 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 7 1 The Contractor shall conduct its operations on railroad properties in such a manner as not to 2 interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or 3 operation of its/their trains or other property. Such operations on railroad properties may require 4 that Contractor to execute a"Right of Entry Agreement"with the particular railroad company or 5 companies involved, and to this end the Contractor should satisfy itself as to the requirements of 6 each railroad company and be prepared to execute the right-of-entry (if any) required by a 7 railroad company. The requirements specified herein likewise relate to the Contractor's use of 8 private and/or construction access roads crossing said railroad company's properties. 9 10 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall 11 provide coverage for not less than the following amounts, issued by companies satisfactory to the 12 City and to the Railroad Company for a term that continues for so long as the Contractor's 13 operations and work cross, occupy, or touch railroad property: 14 15 (1) General Aggregate: None 16 17 (2) Each Occurrence: None 18 19 20 With respect to the above outlined insurance requirements, the following shall govern: 21 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 MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised January 22, 2016 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 7 1 The insurance specified above must be carried until all Work to be performed on 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., "Wage 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 <Buzzsaw location, Resources/02-Construction Documents/Specifications/Div 00-General 18 Conditions/CFW Wage Rate Table 20080708.pdf> 19 20 SC-6.09., "Permits and Utilities" 21 22 SC-6.09A.,"Contractor obtained permits and licenses" 23 The following are known permits and/or licenses required by the Contract to be acquired by the 24 Contractor: None 25 26 SC-6.09C. "Outstanding permits and licenses" 27 28 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of 29 August 15, 2016 30 31 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 32 33 SC-6.24B.,"Title VI, Civil Rights Act of 1964 as amended" 34 35 During the performance of this Contract, the Contractor, for itself, its assignees and successors in 36 interest (hereinafter referred to as the "Contractor") agrees as follows: 37 38 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to 39 nondiscrimination in Federally-assisted programs of the Department of Transportation 40 (hereinafter, "DOT's Title 49, Code of Federal Regulations, Part 21, as they may be amended 41 from time to time, (hereinafter referred to as the Regulations), which are herein incorporated 42 by reference and made a part of this contract. 43 44 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the 45 contract, shall not discriminate on the grounds of race, color, or national origin, in the 46 selection and retention of subcontractors, including procurements of materials and leases of 47 equipment. The Contractor shall not participate either directly or indirectly in the CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised January 22, 2016 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 7 1 discrimination prohibited by 49 CFR, section 21.5 of the Regulations, including employment 2 practices when the contract covers a program set forth in Appendix B of the Regulations. 3 4 3. Solicitations for Subcontractors, Including Procurements of Materials and 5 Equipment: In all solicitations either by competitive bidding or negotiation made by the 6 contractor for work to be performed under a subcontract, including procurements of 7 materials or leases of equipment, each potential subcontactor or supplier shall be notified by 8 the Contractor of the Contractor's obligations under this contract and the Regulations relative 9 to nondiscrimination on the grounds of race, color, or national origin. 10 11 4. Information and Reports:The Contractor shall provide all information and reports 12 required by the Regulations or directives issued pursuant thereto, and shall permit access to 13 its books, records, accounts, other sources of information and its facilities as may be 14 determined by City or the Texas Department of Transportation to be pertinent to ascertain 15 compliance with such Regulations, orders and instructions. Where any information required 16 of a contractor is in the exclusive possession of another who fails or refuses to furnish this 17 information the contractor shall so certify to the City, or the Texas Department of 18 Transportation, as appropriate, and shall set forth what efforts it has made to obtain the 19 information. 20 21 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the 22 nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it 23 or the Texas Department of Transportation may determine to be appropriate, including, but 24 not limited to: 25 26 a. withholding of payments to the Contractor under the Contract until the 27 Contractor complies, and/or 28 b. cancellation, termination or suspension of the Contract, in whole or in part. 29 30 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) 31 through (6) in every subcontract, including procurements of materials and leases of 32 equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The 33 Contractor shall take such action with respect to any subcontract or procurement as City or 34 the Texas Department of Transportation may direct as a means of enforcing such provisions 35 including sanctions for non-compliance: Provided, however, that, in the event a contractor 36 becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a 37 result of such direction, the contractor may request City to enter into such litigation to 38 protect the interests of City, and, in addition, the contractor may request the United States to 39 enter into such litigation to protect the interests of the United States. 40 41 Additional Title VI requirements can be found in the Appendix. 42 43 SC-7.02.,"Coordination" 44 45 The individuals or entities listed below have contracts with the City for the performance of other 46 work at the Site: 47 Vendor Sco a of Work Coordination Authority None None None 48 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised January 22, 2016 007300-7 SUPPLEMENTARY CONDITIONS Page 7 of 7 1 2 SC-8.01,`Communications to Contractor" 3 4 None 5 6 SC-9.01.,"City's Project Manager" 7 8 The City's Project Manager for this Contract is Adolfo Lopex or his/her successor pursuant to 9 written notification from the Director of the Water Departmen,. 10 11 SC-13.03C., "Tests and Inspections" 12 13 None 14 15 SC-16.01C.1,"Methods and Procedures" 16 17 None 18 19 END OF SECTION CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised January 22, 2016 013513 - 1 SPECIAL PROJECT PROCEDURES Page 1 of 11 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited 7 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 18 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 like 24 or similar work. If a second contract is awarded, the City further reserves the right 25 to issue work orders under either contract as it deems in its best interest, without 26 recourse. 27 28 2. MOVE IN CHARGES 29 A Work Order may contain one or more locations. One move-in fee will paid to the 30 contractor per Work Order issued. Locations for multiple sites per Work Order will 31 be in the same general vicinity, if possible, and if so, only one mobilization charge 32 will be paid. When water and sewer work are required only the water move in fee 33 will be paid. At no time will both fees be paid for one specific location. 34 35 3. EMERGENCY SITUATION, JOB MOVE-IN 36 The Owner or Engineer shall determine when an emergency situation shall exist. 37 When water emergency work is required, the Contractor shall mobilize to the said 38 location within twenty-four (24) hours after given notification from the Inspector 39 and/or Project Manager. The Contractor shall make all necessary arrangements for 40 bypass pumping, setting up barricades, notifying citizens, etc., while waiting for 41 other utilities to be located as directed by the Engineer. The Contractor shall work 42 continuously until the emergency work order has been completed at a time agreed 43 to by the Project Manager, Inspector, and Contractor. After the emergency work 44 order has been completed, there will be no additional"Job Move-In"charges paid 45 to remobilize back to the previous project location site. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 013513 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 11 1 2 4. DETERMINATION AND INITIATION OF WORK 3 The Engineer shall determine and designate to the Contractor the location of the 4 service main requiring replacement by a Work Order together with a sketch for 5 each such replacement, giving the limits, size and nature of work required. The 6 Engineer will notify the Contractor that a Work Order is ready and fax and/or email 7 the Contractor a copy of the Work Order notification. The Contractor is to provide 8 his fax number and email address to the Engineer at the pre-construction 9 conference. Single or several Work Orders may be issued at one time. The 10 Contractor shall initiate work on a replacement within seven (7) working days of 11 the date the Work Order is sent to the Contractor, and continue work on the Work 12 Order until it has been completed, not including paving. The Contractor shall 13 furnish and supply sufficient equipment and personnel to complete the Work Order 14 in the amount of time provided for in the Work Order. Should the Contractor fail to 15 start any Work Order within the time specified, he shall add the necessary work 16 crews and equipment to prosecute the work to complete the Work Order or Work 17 Orders in the time provided. 18 19 5. PAYMENT 20 Because of the unique nature of this contract, Article 14, PAYMENTS TO 21 CONTRACTOR AND COMPLETION of the General Conditions shall be amended and 22 superseded by the following: (Please initial below) 23 24 Whenever the improvements prescribed by an individual Work Order have been 25 completed, the Contractor shall notify the Engineer. The Engineer or other 26 appropriate official of the Owner will, within a reasonable time, perform the 27 inspections. If such inspection reveals that the improvements are in an acceptable 28 condition and have been completed in accordance with the terms of the Contract 29 Documents and all approved modifications thereof, the Engineer will recommend 30 acceptance of the work under that particular Work Order and recommend payment 31 therefore. 32 33 If the Engineer finds that the work has not been completed as required, he shall so 34 advise the Contractor in writing, furnishing him an itemized list of all known items 35 which have not been completed or which are not in an acceptable condition. 36 When the Contractor has corrected all such items, he shall again notify the 37 Engineer that the improvements are ready for inspection, and the Engineer shall 38 proceed as outlined above. 39 40 Whenever the improvements prescribed by the individual Work Order have been 41 completed and all requirements of the Contract Documents have been fulfilled on 42 the part of the Contractor, an estimate showing the value of the work will be 43 prepared by the Engineer as soon as the necessary measurements, computations, 44 and checks can be made. 45 46 The amount of the estimate will be paid to the Contractor after acceptance by the 47 Water Department Director, provided the Contractor has furnished to the Owner 48 satisfactory evidence of payment as follows: Prior to submission of the estimate for 49 payment, the Contractor shall execute an affidavit, as furnished by the City, 50 certifying that all persons, firms, associations, corporations, or other organizations 51 furnishing labor and/or materials under that Work Order have been paid in full, CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 013513 - 3 SPECIAL PROJECT PROCEDURES Page 3 of 11 1 that the wage scale established by the City Council in the City of Fort Worth has 2 been paid, and that there are no claims pending for personal injury and/or 3 property damages. 4 5 The acceptance by the Contractor of the individual payment as aforesaid shall 6 operate as and shall release the Owner from all claims or liabilities under the 7 Contract for anything done or furnished or relating to the work under that Work 8 Order or any act or neglect of said City relating to or connected with the Contract. 9 10 The making of the payment by the Owner shall not relieve the Contractor of any 11 guarantees or other requirements of the Contract Documents which specifically 12 continue thereafter. 13 14 Bidder's Initials 15 16 6. BID QUANTITIES AND CONTRACT AWARD 17 Bid quantities of the various items in the proposal are for comparison only and may 18 not reflect the actual quantities. There is no limit to which a bid item can be 19 increased or decreased. 20 21 Contractor shall not be entitled to renegotiation of unit prices regardless of the 22 final measured quantities. To the extent that Articles 10, 11, or 12 conflicts with 23 this provision, this provision controls. No claim will be considered for lost or 24 anticipated profits based upon differences in estimated quantities versus actual 25 quantities. 26 27 Total quantities given in the bid proposal may not reflect actual quantities; 28 however, they are given for the purpose of bidding and awarding the contract. A 29 contract in the amount of$1,000,000.00 shall be awarded with final payment 30 based on actual measured quantities and the unit price bid in this proposal. 31 Moreover, there is to be not limit on the variation between the estimated quantities 32 shown and actual quantities performed. 33 34 7. LIFE OF CONTRACT 35 It is contemplated that Work Orders will be issued to the Contractor for work to be 36 performed under this Contract for not to exceed 365 calendar days following the 37 date of the Contract nor to exceed the limit of the bid price, whichever should 38 occur first. The Contractor shall be required to complete any work covered by a 39 Work Order issued prior to that date of termination but will not be required to 40 accept any work order for execution dated after that date of termination. If the 41 cost of the work performed under this Contract is less than the limit of the contract 42 award at the end of the 365 calendar day period, at the City's option and the 43 Contractor's concurrence, the Project may be extended to the limit of the contract 44 award. 45 46 8. OPTION TO RENEW 47 The City has the right to renew this contract for two (2) one-year 48 terms/expenditures of$2,000,000.00 under the same terms, conditions and unit 49 prices. The City shall give at least sixty (60) days notice prior to the expiration of 50 this contract, determined as one year from the date of execution, or of an option CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 01 35 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 11 1 period, or a like notice at such a time as there is less than $20,000.00 left 2 unexpended. 3 4 9. LIQUIDATED DAMAGES 5 The Contractor shall pay liquidated damages of four hundred twenty dollars 6 ($420.00) per day per Work Order, for failure to begin a Work Order within the 7 seven (7) working days of the date the Work Order is faxed to the Contractor. 8 Failure to complete project within the stipulated construction time on the Work 9 Order, the Contractor will pay liquidated damages in the amount stipulated in these 10 contract documents. 11 12 10. TRENCH SAFETY SYSTEM DESIGN 13 Because of the unique nature of this contract, the number of trench safety system 14 designs required is not known at the time bids are received. While the contractor 15 is still bound by the latest version of the U.S. Department of Labor, Occupational 16 Safety and Health Administration Standards, 29 CFR Part 1926, Subpart P- 17 Excavations, it is the City's intention that all costs incurred by the Contractor in 18 acquiring trench safety designs be included in the unit price bid for Job Move In or 19 mobilization. 20 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 —General Requirements 24 3. Section 33 12 25 —Connection to Existing Water Mains 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Coordination within Railroad permit areas 28 a. Measurement 29 1) Measurement for this Item will be by lump sum. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 will be paid for at the lump sum price bid for Railroad Coordination. 33 c. The price bid shall include: 34 1) Mobilization 35 2) Inspection 36 3) Safety training 37 4) Additional Insurance 38 5) Insurance Certificates 39 6) Other requirements associated with general coordination with Railroad, 40 including additional employees required to protect the right-of-way and 41 property of the Railroad from damage arising out of and/or from the 42 construction of the Project. 43 2. Railroad Flagmen 44 a. Measurement 45 1) Measurement for this Item will be per working day. 46 b. Payment CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 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 Item 2 will be paid for each working day that Railroad Flagmen are present at the 3 Site. 4 c. The price bid shall include: 5 1) Coordination for scheduling flagmen 6 2) Flagmen 7 3) Other requirements associated with Railroad 8 3. All other items 9 a. Work associated with these Items is considered subsidiary to the various Items 10 bid. No separate payment will be allowed for this Item. 11 1.3 REFERENCES 12 A. Reference Standards 13 1. Reference standards cited in this Specification refer to the current reference 14 standard published at the time of the latest revision date logged at the end of this 15 Specification, unless a date is specifically cited. 16 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High 17 Voltage Overhead Lines. 18 3. North Central Texas Council of Governments (NCTCOG) —Clean Construction 19 Specification 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination with the Texas Department of Transportation 22 1. When work in the right-of-way which is under the jurisdiction of the Texas 23 Department of Transportation (TxDOT): 24 a. Notify the Texas Department of Transportation prior to commencing any work 25 therein in accordance with the provisions of the permit 26 b. All work performed in the TxDOT right-of-way shall be performed in compliance 27 with and subject to approval from the Texas Department of Transportation 28 B. Work near High Voltage Lines 29 1. Regulatory Requirements 30 a. All Work near High Voltage Lines (more than 600 volts measured between 31 conductors or between a conductor and the ground) shall be in accordance 32 with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 33 2. Warning sign 34 a. Provide sign of sufficient size meeting all OSHA requirements. 35 3. Equipment operating within 10 feet of high voltage lines will require the following 36 safety features 37 a. Insulating cage-type of guard about the boom or arm 38 b. Insulator links on the lift hook connections for back hoes or dippers 39 c. Equipment must meet the safety requirements as set forth by OSHA and the 40 safety requirements of the owner of the high voltage lines - 41 4. Work within 6 feet of high voltage electric lines 42 a. Notification shall be given to: 43 1) The power company(example: ONCOR) 44 a) Maintain an accurate log of all such calls to power company and record 45 action taken in each case. 46 b. Coordination with power company CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 013513 - 6 SPECIAL PROJECT PROCEDURES Page 6 of 11 1 1) After notification coordinate with the power company to: 2 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 3 lower the lines 4 c. No personnel may work within 6 feet of a high voltage line before the above 5 requirements have been met. 6 C. Confined Space Entry Program 7 1. Provide and follow approved Confined Space Entry Program in accordance with 8 OSHA requirements. 9 2. Confined Spaces include: 10 a. Manholes 11 b. All other confined spaces in accordance with OSHA's Permit Required for 12 Confined Spaces 13 D. Air Pollution Watch Days 14 1. General 15 a. Observe the following guidelines relating to working on City construction sites 16 on days designated as"AIR POLLUTION WATCH DAYS". 17 b. Typical Ozone Season 18 1) May 1 through October 31. 19 c. Critical Emission Time 20 1) 6:00 a.m. to 10:00 a.m. 21 2. Watch Days 22 a. The Texas Commission on Environmental Quality (TCEQ), in coordination with 23 the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on 24 the afternoon prior to the WATCH day. 25 b. Requirements 26 1) Begin work after 10:00 a.m. whenever construction phasing requires the 27 use of motorized equipment for periods in excess of 1 hour. 28 2) However, the Contractor may begin work prior to 10:00 a.m. if: 29 a) Use of motorized equipment is less than 1 hour, or 30 b) If equipment is new and certified by EPA as "Low Emitting", or 31 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 32 alternative fuels such as CNG. 33 E. TCEQ Air Permit 34 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 35 F. Use of Explosives, Drop Weight, Etc. 36 1. When Contract Documents permit on the project the following will apply: 37 a. Public Notification 38 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 39 prior to commencing. 40 2) Minimum 24 hour public notification in accordance with Section 0131 13 41 G. Water Department Coordination 42 1. During the construction of this project, it will be necessary to deactivate, for a 43 period of time, existing lines. The Contractor shall be required to coordinate with 44 the Water Department to determine the best times for deactivating and activating 45 those lines. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 013513 - 7 SPECIAL PROJECT PROCEDURES Page 7 of 11 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will 12 be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and responsibilities 14 as a result of these actions. 15 H. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The 19 notice shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the`pre-construction notification'flyer is attached as Exhibit A. 32 3) Submit schedule showing the construction start and finish time for each 33 block of the project to the inspector. 34 4) Deliver flyer to the City Inspector for review prior to distribution. 35 b. No construction will be allowed to begin on any block until the flyer is delivered 36 to all residents of the block. 37 1. Public Notification of Temporary Water Service Interruption during Construction 38 1. In the event it becomes necessary to temporarily shut down water service to 39 residents or businesses during construction, prepare and deliver a notice or flyer of 40 the pending interruption to the front door of each affected resident. 41 2. Prepared notice as follows: 42 a. The notification or flyer shall be posted 24 hours prior to the temporary 43 interruption. 44 b. Prepare flyer on the contractor's letterhead and include the following 45 information: 46 1) Name of the project 47 2) City Project Number 48 3) Date of the interruption of service 49 4) Period the interruption will take place CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 013513 - 8 SPECIAL PROJECT PROCEDURES Page 8 of 11 1 5) Name of the contractor's foreman and phone number 2 6) Name of the City's inspector and phone number 3 c. A sample of the temporary water service interruption notification is attached as 4 Exhibit B. 5 d. Deliver a copy of the temporary interruption notification to the City inspector 6 for review prior to being distributed. 7 e. No interruption of water service can occur until the flyer has been delivered to 8 all affected residents and businesses. 9 f. Electronic versions of the sample flyers can be obtained from the Project 10 Construction Inspector. 11 J. Coordination with United States Army Corps of Engineers (USACE) 12 1. At locations in the Project where construction activities occur in areas where USACE 13 permits are required, meet all requirements set forth in each designated permit. 14 K. Coordination within Railroad Permit Areas 15 1. At locations in the project where construction activities occur in areas where 16 railroad permits are required, meet all requirements set forth in each designated 17 railroad permit. This includes, but is not limited to, provisions for: 18 a. Flagmen 19 b. Inspectors 20 c. Safety training 21 d. Additional insurance 22 e. Insurance certificates 23 f. Other employees required to protect the right-of-way and property of the 24 Railroad Company from damage arising out of and/or from the construction of 25 the project. Proper utility clearance procedures shall be used in accordance 26 with the permit guidelines. 27 2. Obtain any supplemental information needed to comply with the railroad's 28 requirements. 29 3. Railroad Flagmen 30 a. Submit receipts to City for verification of working days that railroad flagmen 31 were present on Site. 32 L. Dust Control 33 1. Use acceptable measures to control dust at the Site. 34 a. If water is used to control dust, capture and properly dispose of waste water. 35 b. If wet saw cutting is performed, capture and properly dispose of slurry. 36 M. Employee Parking 37 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 013513 - 9 SPECIAL PROJECT PROCEDURES Page 9 of 11 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY[NOT USED] 9 PART 2 PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF 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 13 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 0135 13 - 10 SPECIAL PROJECT PROCEDURES Page 10 of 11 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF 22 THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, 25 PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FL YER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 01 35 13 - 11 SPECIAL PROJECT PROCEDURES Page 11 of 11 1 EXHIBIT B 2 FORT WORTH Data: DOE NO.XXXX Project Iiame: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR 4 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 01 5526 - 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 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 11 1. Due to the unique nature of this contract, each street use permit will be paid at the 12 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 Contract 15 2. Division 1 —General Requirements 16 3. Section 34 71 13 —Traffic Control 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES 22 A. Reference Standards 23 1. Reference standards cited in this specification refer to the current reference 24 standard published at the time of the latest revision date logged at the end of this 25 specification, unless a date is specifically cited. 26 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 27 1.4 ADMINISTRATIVE REQUIREMENTS 28 A. Traffic Control 29 1. General 30 a. When traffic control plans are included in the Drawings, provide Traffic Control 31 in accordance with Drawings and Section 34 71 13. 32 b. When traffic control plans are not included in the Drawings, prepare traffic 33 control plans in accordance with Section 34 71 13 and submit to City for 34 review. 35 1) Allow minimum 10 working days for review of proposed Traffic Control. 36 B. Street Use Permit 37 1. Prior to installation of Traffic Control, a City Street Use Permit is required. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 015526 - 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 Transportation 2 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 for 5 Street Use Permit, such that construction is not delayed. 6 C. Modification to Approved Traffic Control 7 1. Prior to installation traffic control: 8 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 Control 13 plans for Street Use Permit, such that construction is not delayed. 14 D. Removal of Street Sign 15 1. If it is determined that a street sign must be removed for construction, then 16 contact City Transportation and Public Works Department, Signs and Markings 17 Division to remove the sign. 18 E. Temporary Signage 19 1. In the case of regulatory signs, replace permanent sign with temporary sign 20 meeting requirements of the latest edition of the Texas Manual on Uniform Traffic 21 Control Devices (MUTCD). 22 2. Install temporary sign before the removal of permanent sign. 23 3. When construction is complete, to the extent that the permanent sign can be 24 reinstalled, contact the City Transportation and Public Works Department, Signs 25 and Markings Division, to reinstall the permanent sign. 26 F. Traffic Control Standards 27 1. Traffic Control Standards can be found on the City's Buzzsaw website. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 015526 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 017000 - 1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation from 16 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 017000 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 Part 1 — General 21 1.1 Summary 22 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 23 a. Contractor to emergency mobilize within 24 hours of notification by Project 24 Manager. (Not issuance of work order) 25 26 1.2 Price and Payment Procedures 27 A. Measurement and Payment 28 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 29 e. After the emergency work order has been complete, there will be no additional 30 mobilization charges paid to remobilize back to the previous project location site . 31 C. Related Specification Sections include, but are not necessarily limited to: 32 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 33 2. Division 1 — General Requirements 34 1.2 PRICE AND PAYMENT PROCEDURES 35 A. Measurement and Payment 36 1. Mobilization and Demobilization 37 a. Measure 38 1) This Item is considered subsidiary to the various Items bid. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 are subsidiary to the various Items bid and no other compensation will be 42 allowed. 43 2. Remobilization for suspension of Work as specifically required in the Contract 44 Documents 45 a. Measurement 46 1) Measurement for this Item shall be per each remobilization performed. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 017000 - 3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under"Measurement"will be paid for at the 4 unit price per each "Specified Remobilization" in accordance with Contract 5 Documents. 6 c. The price shall include: 7 1) Demobilization as described in Section 1.1.A.2.a.1) 8 2) Remobilization as described in Section LLA.2.a.2) 9 d. No payments will be made for standby, idle time, or lost profits associated this 10 Item. 11 3. Remobilization for suspension of Work as required by City 12 a. Measurement and Payment 13 1) This shall be submitted as a Contract Claim in accordance with Article 10 of 14 Section 00 72 00. 15 2) No payments will be made for standby, idle time, or lost profits associated 16 with this Item. 17 4. Mobilizations and Demobilizations for Miscellaneous Projects 18 a. Measurement - 19 1) Measurement for this Item shall be for each Mobilization and 20 Demobilization required by the Contract Documents 21 b. Payment 22 1) The Work performed and materials furnished in accordance with this Item 23 and measured as provided under"Measurement"will be paid for at the 24 unit price per each"Work Order Mobilization"in accordance with Contract 25 Documents. Demobilization shall be considered subsidiary to mobilization 26 and shall not be paid for separately. 27 c. The price shall include: 28 1) Mobilization as described in Section 1.1.A.3.a.1) 29 2) Demobilization as described in Section 1.1.A.3.a.2) 30 d. No payments will be made for standby, idle time, or lost profits associated this 31 Item. 32 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 33 a. Measurement 34 1) Measurement for this Item shall be for each Mobilization and 35 Demobilization required by the Contract Documents 36 b. Payment 37 1) The Work performed and materials furnished in accordance with this Item 38 and measured as provided under"Measurement"will be paid for at the 39 unit price per each"Work Order Emergency Mobilization" in accordance 40 with Contract Documents. Demobilization shall be considered subsidiary to 41 mobilization and shall not be paid for separately. - 42 c. The price shall include 43 1) Mobilization as described in Section 1.1.A.4.a) 44 2) Demobilization as described in Section 1.1.A.3.a.2) 45 d. No payments will be made for standby, idle time, or lost profits associated this 46 Item. 47 1.3 REFERENCES [NOT USED] 48 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 017000 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.5 SUBMITTALS [NOT USED] 2 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 0241 14 - 1 UTILITY REMOVAL/ABANDONMENT Page 1 of 16 1 OSECTION 02 41 14 2 UTILITY REMOVAL/ABANDONMENT 3 PART 1 - GENERAL 4 1.1 SUMMARY 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 f 30 9. 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 p 36 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug 37 a. Measurement 38 1.) Measurement per each cut& plug and abandonment plug installed only in a 39 separate trench. 40 41 3.4 Removal, Salvage and Abandonment CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 024114 - 2 UTILITY REMOVAL/ABANDONMENT Page 2 of 16 1 B. Water Lines and Appurtenances 2 5. Should read "Water Valve Abandonment" 3 6. Water Valve Removal and salvage 4 e. Do not fill, valve is removed. 5 C. Related Specification Sections include, but are not necessarily limited to: 6 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 7 2. Division 1 —General Requirements 8 3. Section 03 34 13 —Controlled Low Strength Material (CLSM) 9 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 10 5. Section 33 05 24—Installation of Carrier Pipe in Casing or Tunnel Liner Plate 11 6. Section 33 11 11 — Ductile Iron Fittings 12 7. Section 33 11 13 — Concrete Pressure Pipe, Bar-wrapped, Steel Cylinder Type 13 8. Section 33 11 14— Buried Steel Pipe and Fittings 14 9. Section 33 12 25 — Connection to Existing Water Mains 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Utility Lines 17 1. Abandonment of Utility Line by Grouting 18 a. Measurement 19 1) Measurement for this Item shall be per cubic yard of existing utility line to 20 be grouted. Measure by tickets showing cubic yards of grout applied. 21 b. Payment 22 1) The work performed and materials furnished in accordance with this Item 23 and measured as provided under"Measurement"shall be paid for at the 24 unit price per cubic yard of"Line Grouting"for: 25 a) Various types of utility line 26 c. The price bid shall include: 27 1) Low density cellular grout or CLSM 28 2) Water 29 3) Pavement removal 30 4) Excavation 31 5) Hauling 32 6) Disposal of excess materials 33 7) Furnishing, placement and compaction of backfill 34 8) Clean-up 35 2. Utility Line Removal, Separate Trench 36 a. Measurement 37 1) Measurement for this Item shall be per linear foot of existing utility line to 38 be removed. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under"Measurement"shall be paid for at the 42 unit price bid per linear foot of"Remove Line"for: 43 a) Various types of existing utility line 44 b) Various sizes 45 c. The price bid shall include: 46 1) Removal and disposal of existing utility pipe CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 024114 - 3 UTILITY REMOVAL/ABANDONMENT Page 3 of 16 1 2) Pavement removal 2 3) Excavation 3 4) Hauling 4 5) Disposal of excess materials 5 6) Furnishing, placement and compaction of backfill 6 7) Clean-up 7 3. Utility Line Removal, Same Trench 8 a. Measurement 9 1) This Item is considered subsidiary the proposed utility line being installed. 10 b. Payment 11 1) The work performed and materials furnished in accordance with this Item 12 are subsidiary to the installation of proposed utility pipe and shall be 13 subsidiary to the unit price bid per linear foot of pipe complete in place, 14 and no other compensation will be allowed. 15 4. Manhole Abandonment 16 a. Measurement 17 1) Measurement for this Item will be per each manhole to be abandoned. 18 b. Payment -- 19 1) The work performed and materials furnished in accordance with this Item 20 and measured as provided under"Measurement"shall be paid for at the 21 unit price bid per each"Abandon Manhole"for: 22 a) Various diameters 23 b) Various types 24 c. The price bid shall include: 25 1) Removal and disposal of manhole cone 26 2) Removal, salvage and delivery of frame and cover to City, if applicable 27 3) Cutting and plugging of existing sewer lines 28 4) Concrete 29 5) Acceptable material for backfilling manhole void 30 6) Pavement removal 31 7) Excavation 32 8) Hauling 33 9) Disposal of excess materials 34 10) Furnishing, placement and compaction of backfill 35 11) Surface restoration 36 12) Clean-up 37 5. Cathodic Test Station Abandonment 38 a. Measurement 39 1) Measurement for this Item will be per each cathodic test station to be 40 abandoned. 41 b. Payment 42 1) The work performed and materials furnished in accordance with this Item 43 and measured as provided under"Measurement"shall be paid for at the 44 unit price bid per each"Abandon Cathodic Test Station". 45 c. The price bid shall include: 46 1) Abandon cathodic test station 47 2) CLSM 48 3) Pavement removal 49 4) Excavation 50 5) Hauling CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 024114 - 4 UTILITY REMOVAL/ABANDONMENT Page 4 of 16 1 6) Disposal of excess materials 2 7) Furnishing, placement and compaction of backfill 3 8) Clean-up 4 B. Water Lines and Appurtenances 5 1. Installation of a Water Line Pressure Plug 6 a. Measurement 7 1) Measurement for this Item shall be per each pressure plug to be installed. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 and measured as provided under"Measurement"shall be paid for at the I l unit price bid for each"Pressure Plug"installed for: 12 a) Various sizes 13 c. The price bid shall include: 14 1) Furnishing and installing pressure plug 15 2) Pavement removal 16 3) Excavation 17 4) Hauling 18 5) Disposal of excess material 19 6) Gaskets 20 7) Bolts and Nuts 21 8) Furnishing, placement and compaction of embedment 22 9) Furnishing, placement and compaction of backfill 23 10) Disinfection 24 11) Testing 25 12) Clean-up 26 2. Abandonment of Water Line by Cut and installation of Abandonment Plug 27 a. Measurement 28 1) Measurement for this Item shall be per each cut and abandonment plug 29 installed. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 and measured as provided under"Measurement"shall be paid for at the 33 unit price bid for each"Water Abandonment Plug"installed for: 34 a) Various sizes 35 c. The price bid shall include: 36 1) Furnishing and installing abandonment plug 37 2) Pavement removal 38 3) Excavation 39 4) Hauling 40 5) CLSM 41 6) Disposal of excess material 42 7) Furnishing, placement and compaction of backfill 43 8) Clean-up 44 3. Water Valve Removal 45 a. Measurement 46 1) Measurement for this Item will be per each water valve to be removed. 47 b. Payment 48 1) The work performed and materials furnished in accordance with this Item 49 and measured as provided under"Measurement"shall be paid for at the 50 unit price bid per each"Remove Water Valve"for: CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 024114 - 5 UTILITY REMOVAL/ABANDONMENT Page 5 of 16 1 a) Various sizes 2 c. The price bid shall include: 3 1) Removal and disposal of valve 4 2) CLSM 5 3) Pavement removal 6 4) Excavation 7 5) Hauling 8 6) Disposal of excess materials 9 7) Furnishing, placement and compaction of backfill 10 8) Clean-up 11 4. Water Valve Removal and Salvage 12 a. Measurement 13 1) Measurement for this Item will be per each water valve to be removed and 14 salvaged. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 and measured as provided under"Measurement"shall be paid for at the 18 unit price bid per each"Salvage Water Valve"for: 19 a) Various sizes 20 c. The price bid shall include: 21 1) Removal and Salvage of valve 22 2) CLSM 23 3) Delivery to City 24 4) Pavement removal 25 5) Excavation 26 6) Hauling 27 7) Disposal of excess materials 28 8) Furnishing, placement and compaction of backfill 29 9) Clean-up 30 5. Water Valve Abandonment 31 a. Measurement 32 1) Measurement for this Item will be per each water valve to be abandoned. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 and measured as provided under"Measurement"shall be paid for at the 36 unit price bid per each"Abandon Water Valve"for: 37 a) Various Sizes 38 c. The price bid shall include: 39 1) Abandonment of valve 40 2) CLSM 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 6. Fire Hydrant Removal and Salvage 48 a. Measurement 49 1) Measurement for this Item will be per each fire hydrant to be removed. 50 b. Payment CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 024114 - 6 UTILITY REMOVAL/ABANDONMENT Page 6 of 16 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement"shall be paid for at the 3 unit price bid per each"Salvage Fire Hydrant". 4 c. The price bid shall include: 5 1) Removal and salvage of fire hydrant 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 7. Water Meter Removal and Salvage 14 a. Measurement 15 1) Measurement for this Item will be per each water meter to be removed and 16 salvaged. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 and measured as provided under"Measurement"shall be paid for at the 20 unit price bid per each"Salvage Water Meter"for: 21 a) Various sizes 22 2) If a"Water Meter Service Relocate"is performed in accordance with 23 Section 33 12 10, removal and salvage or disposal of the existing (2-inch or 24 smaller) water meter shall be subsidiary to the cost of the"Water Meter 25 Service Relocate", no other compensation will be allowed. 26 c. The price bid shall include: 27 1) Removal and salvage of water meter 28 2) Delivery to City 29 3) Pavement removal 30 4) Excavation 31 5) Hauling 32 6) Disposal of excess materials 33 7) Furnishing, placement and compaction of backfill 34 8) Clean-up 35 8. Water Sampling Station Removal and Salvage 36 a. Measurement 37 1) Measurement for this Item will be per each water sampling station to be 38 removed. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under"Measurement"shall be paid for at the 42 unit price bid per each "Salvage Water Sampling Station". 43 c. The price bid shall include: 44 1) Removal and salvage of water sampling station 45 2) Delivery to City 46 3) Pavement removal 47 4) Excavation 48 5) Hauling 49 6) Disposal of excess materials 50 7) Furnishing, placement and compaction of backfill CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 024114 - 7 UTILITY REMOVAL/ABANDONMENT Page 7 of 16 1 8) Clean-up 2 9. Concrete Water Vault Removal 3 a. Measurement 4 1) Measurement for this Item will be per each concrete water vault to be 5 removed. 6 b. Payment 7 1) The work performed and materials furnished in accordance with this Item 8 and measured as provided under"Measurement"shall be paid for at the 9 unit price bid per each"Remove Concrete Water Vault". 10 c. The price bid shall include: 11 1) Removal and disposal of concrete water vault 12 2) Removal, salvage and delivery of frame and cover to City, if applicable 13 3) Removal, salvage and delivery of any valves to City, if applicable 14 4) Removal, salvage and delivery of any water meters to City, if applicable 15 5) Pavement removal 16 6) Excavation 17 7) Hauling 18 8) Disposal of excess materials 19 9) Furnishing, placement and compaction of backfill 20 10) Clean-up 21 C. Sanitary Sewer Lines and Appurtenances 22 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug 23 a. Measurement 24 1) Measurement for this Item shall be per each cut and abandonment plug 25 installed. _ 26 b. Payment 27 1) The work performed and materials furnished in accordance with this Item 28 and measured as provided under"Measurement"shall be paid for at the 29 unit price bid for each "Sewer Abandonment Plug"for: 30 a) Various sizes 31 c. The price bid shall include: 32 1) Furnishing and installing abandonment plug 33 2) Pavement removal 34 3) Excavation 35 4) Hauling 36 5) CLSM 37 6) Disposal of excess material 38 7) Furnishing, placement and compaction of backfill 39 8) Clean-up 40 2. Sanitary Sewer Manhole Removal 41 a. Measurement 42 1) Measurement for this Item will be per each sanitary sewer manhole to be 43 removed. 44 b. Payment 45 1) The work performed and materials furnished in accordance with this Item 46 and measured as provided under"Measurement"shall be paid for at the 47 unit price bid per each "Remove Sewer Manhole"for: 48 a) Various diameters 49 c. The price bid shall include: 50 1) Removal and disposal of manhole CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 024114 - 8 UTILITY REMOVAL/ABANDONMENT Page 8 of 16 1 2) Removal, salvage and delivery of frame and cover to City, if applicable 2 3) Cutting and plugging of existing sewer lines 3 4) Pavement removal 4 5) Excavation 5 6) Hauling 6 7) Disposal of excess materials 7 8) Furnishing, placement and compaction of backfill 8 9) Clean-up 9 3. Sanitary Sewer Junction Structure Removal 10 a. Measurement 11 1) Measurement for this Item will be per each sanitary sewer junction 12 structure being removed. 13 b. Payment 14 1) The work performed and materials furnished in accordance with this Item 15 and measured as provided under"Measurement"shall be paid for at the 16 lump sum bid per each"Remove Sewer Junction Box"location. 17 c. The price bid shall include: 18 1) Removal and disposal of junction box 19 2) Removal, salvage and delivery of frame and cover to City. 20 3) Pavement removal 21 4) Excavation 22 5) Hauling 23 6) Disposal of excess materials 24 7) Furnishing, placement and compaction of backfill 25 8) Clean-up 26 D. Storm Sewer Lines and Appurtenances 27 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug 28 a. Measurement 29 1) Measurement for this Item shall be per each cut and abandonment plug to 30 be installed. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under"Measurement"shall be paid for at the 34 unit price bid for each"Storm Abandonment Plug"installed for: 35 a) Various sizes 36 c. The price bid shall include: 37 1) Furnishing and installing abandonment plug 38 2) Pavement removal 39 3) Excavation 40 4) Hauling 41 5) CLSM 42 6) Disposal of excess material 43 7) Furnishing, placement and compaction of backfill 44 8) Clean-up 45 2. Storm Sewer Manhole Removal 46 a. Measurement 47 1) Measurement for this Item will be per each storm sewer manhole to be 48 removed. 49 b. Payment CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 024114 - 9 UTILITY REMOVAL/ABANDONMENT Page 9 of 16 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement"shall be paid for at the 3 unit price bid per each`Remove Manhole Riser"for: 4 a) Various sizes 5 c. The price bid shall include: 6 1) Removal and disposal of manhole 7 2) Removal, salvage and delivery of frame and cover to City, if applicable 8 3) Pavement removal 9 4) Excavation 10 5) Hauling 11 6) Disposal of excess materials 12 7) Furnishing, placement and compaction of backfill 13 8) Clean-up 14 3. Storm Sewer Junction Box Removal 15 a. Measurement 16 1) Measurement for this Item will be per each storm sewer junction structure 17 to be removed. 18 b. Payment 19 1) The work performed and materials furnished in accordance with this Item 20 and measured as provided under"Measurement"shall be paid for at the 21 unit price bid per each "Remove Storm Junction Box"for: 22 a) Various sizes 23 c. The price bid shall include: 24 1) Removal and disposal of junction box 25 2) Removal, salvage and delivery of frame and cover to City, if applicable 26 3) Pavement removal 27 4) Excavation 28 5) Hauling 29 6) Disposal of excess materials 30 7) Furnishing, placement and compaction of backfill 31 8) Clean-up 32 4. Storm Sewer Junction Structure Removal 33 a. Measurement 34 1) Measurement for this Item will be per each storm sewer junction structure 35 being removed. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under"Measurement"shall be paid for at the 39 lump sum bid per each"Remove Storm Junction Structure" location. 40 c. The price bid shall include: 41 1) Removal and disposal of junction structure 42 2) Removal, salvage and delivery of frame and cover to City, if applicable 43 3) Pavement removal 44 4) Excavation 45 5) Hauling 46 6) Disposal of excess materials 47 7) Furnishing, placement and compaction of backfill 48 8) Clean-up 49 5. Storm Sewer Inlet Removal 50 a. Measurement CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 0241 14 - 10 UTILITY REMOVAL/ABANDONMENT Page 10 of 16 1 1) Measurement for this Item will be per each storm sewer inlet to be 2 removed. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under"Measurement"shall be paid for at the 6 unit price bid per each"Remove Storm Inlet"for: 7 a) Various types 8 b) Various sizes 9 c. The price bid shall include: 10 1) Removal and disposal of inlet 11 2) Pavement removal 12 3) Excavation 13 4) Hauling 14 5) Disposal of excess materials 15 6) Furnishing, placement and compaction of backfill 16 7) Clean-up 17 6. Storm Sewer Junction Box Removal 18 a. Measurement 19 1) Measurement for this Item shall be per linear foot of existing storm sewer 20 box to be removed. 21 b. Payment 22 1) The work performed and materials furnished in accordance with this Item 23 and measured as provided under"Measurement"shall be paid for at the 24 unit price bid per linear foot of"Remove Storm Junction Box"for all sizes. 25 c. The price bid shall include: 26 1) Removal and disposal of Storm Sewer Box 27 2) Pavement removal 28 3) Excavation 29 4) Hauling 30 5) Disposal of excess materials 31 6) Furnishing, placement and compaction of backfill 32 7) Clean-up 33 7. Headwall/SET Removal 34 a. Measurement 35 1) Measurement for this Item will be per each headwall or safety end 36 treatment (SET) to be removed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"shall be paid for at the 40 unit price bid per each "Remove Headwall/SET". 41 c. The price bid shall include: 42 1) Removal and disposal of Headwall/SET 43 2) Pavement removal 44 3) Excavation 45 4) Hauling 46 5) Disposal of excess materials 47 6) Furnishing, placement and compaction of backfill 48 7) Clean-up 49 8. Trench Drain Removal 50 a. Measurement CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 0241 14 - 11 UTILITY REMOVAL/ABANDONMENT Page 11 of 16 1 1) Measurement for this Item shall be per linear foot of storm sewer trench 2 drain to be removed. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under"Measurement"shall be paid for at the 4 6 unit price bid per linear foot of"Remove Trench Drain"for: 7 a) Various sizes 8 c. The price bid shall include: 9 1) Removal and disposal of storm sewer line 10 2) Pavement removal 11 3) Excavation 12 4) Hauling 13 5) Disposal of excess materials 14 6) Furnishing, placement and compaction of backfill 15 7) Clean-up 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Coordination 19 1. Contact Inspector and the Water Department Field Operation Storage Yard for 20 coordination of salvage material return. 21 1.5 SUBMITTALS [NOT USED] 22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23 1.7 CLOSEOUT SUBMITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELIVERY, STORAGE,AND HANDLING 27 A. Storage and Handling Requirements 28 1. Protect and salvage all materials such that no damage occurs during delivery to the 29 City. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 0241 14 - 12 UTILITY REMOVAL/ABANDONMENT Page 12 of 16 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 5 2.2 MATERIALS 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 REMOVAL, SALVAGE, AND ABANDONMENT 13 A. General 14 1. Manhole Abandonment 15 a. All manholes that are to be taken out of service are to be removed unless 16 specifically requested and/or approved by City. 17 b. Excavate and backfill in accordance with Section 33 05 10. 18 c. Remove and salvage manhole frame and cover as coordinated with City. 19 d. Deliver salvaged material to the City. 20 e. Cut and plug sewer lines to be abandoned. 21 f. Backfill manhole void in accordance with City Standard Details. 22 B. Water Lines and Appurtenances 23 1. Water Line Pressure Plugs 24 a. Ductile Iron Water Lines 25 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 26 2) Plug with an M3 Plug with mechanical restraint and blocking in accordance 27 with Section 33 11 11. 28 3) Perform Cut and Plug in accordance with Section 33 12 25. 29 b. PVC C900 and C905 Water Lines 30 1) Excavate, embed, and backfill in accordance with Section 33 05 10, 31 2) Plug with an MI Plug with mechanical restraint and blocking in accordance 32 with Section 33 11 11. 33 3) Perform Cut and Plug in accordance with Section 33 12 25. 34 c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 35 1) Excavate, embed, and backfill in accordance with Section 33 05 10 36 2) Plug using: 37 a) A fabricated plug restrained by welding or by a Snap Ring in 38 accordance with Section 33 11 13; or CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 0241 14 - 13 UTILITY REMOVAL/ABANDONMENT Page 13 of 16 1 b) A blind flange in accordance with Section 33 11 13 2 3) Perform Cut and Plug in accordance with Section 33 12 25. 3 d. Buried Steel Water Lines 4 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 5 2) Plug using: 6 a) A fabricated plug restrained by welding in accordance with Section 33 7 11 14; or 8 b) A blind flange in accordance with Section 33 11 14 9 3) Perform Cut and Plug in accordance with Section 33 12 25. 10 2. Water Line Abandonment Plug 11 a. Excavate and backfill in accordance with Section 33 05 10. 12 b. Plug with CLSM in accordance with Section 03 34 13. 13 3. Water Line Abandonment by Grouting 14 a. Excavate and backfill in accordance with Section 33 05 10. 15 b. Dewater from existing line to be grouted. 16 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or 17 CLSM in accordance with 03 34 13. 18 d. Dispose of any excess material. -- 19 4. Water Line Removal 20 a. Excavate and backfill in accordance with Section 33 05 10. 21 b. Cut existing line from the utility system prior to removal. 22 c. Cut any services prior to removal. 23 d. Remove existing pipe line and properly dispose as approved by City. 24 5. Water Valve Removal 25 a. Excavate and backfill in accordance with Section 33 05 10. 26 b. Remove and dispose of valve bonnet, wedge and stem. 27 c. Fill valve body with CLSM in accordance with Section 03 34 13. 28 6. Water Valve Removal and Salvage 29 a. Excavate and backfill in accordance with Section 33 05 10. 30 b. Remove valve bonnet, wedge and stem. 31 c. Deliver salvaged material to the Water Department Field Operation Storage `z 32 Yard. 33 d. Protect salvaged materials from damage. 34 e. Fill valve body with CLSM in accordance with Section 03 34 13. 35 7. Water Valve Abandonment 36 a. Excavate and backfill in accordance with Section 33 05 10. 37 b. Remove the top 2 feet of the valve stack and any valve extensions. 38 c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. 39 8. Fire Hydrant Removal and Salvage 40 a. Excavate and backfill in accordance with Section 33 05 10. 41 b. Remove Fire Hydrant. 42 c. Place abandonment plug on fire hydrant lead line. 43 d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage 44 Yard. 45 e. Protect salvaged materials from damage. 46 9. Water Meter Removal and Salvage 47 a. Remove and salvage water meter. 48 b. Return salvaged meter to Project Representative. 49 c. City will provide replacement meter for installation. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 0241 14 - 14 UTILITY REMOVAL/ABANDONMENT Page 14 of 16 1 d. Meter Box and Lid 2 1) Remove and salvage cast iron meter box lid. 3 2) Remove and dispose of any non-cast iron meter box lid. 4 3) Return salvaged material to the Water Department Field Operation Storage 5 Yard. 6 4) Remove and dispose of meter box. 7 10. Water Sample Station Removal and Salvage 8 a. Remove and salvage existing water sample station. 9 b. Deliver salvaged material to the Water Department Field Operation Storage 10 Yard. 11 11. Concrete Water Vault Removal 12 a. Excavate and backfill in accordance with Section 33 05 10. 13 b. Remove and salvage vault lid. 14 c. Remove and salvage valves. 15 d. Remove and salvage meters. 16 e. Deliver salvaged material to the Water Department Field Operation Storage 17 Yard. 18 f. Remove and dispose of any piping or other appurtenances. 19 g. Demolish and remove entire concrete vault. 20 h. Dispose of all excess materials. 21 12. Cathodic Test Station Abandonment 22 a. Excavate and backfill in accordance with Section 33 05 10 23 b. Remove the top 2 feet of the cathodic test station stack and contents. 24 c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. 25 C. Sanitary Sewer Lines and Appurtenances 26 1. Sanitary Sewer Line Abandonment Plug 27 a. Excavate and backfill in accordance with Section 33 05 10. 28 b. Remove and dispose of any sewage. 29 c. Plug with CLSM in accordance with Section 03 34 13. 30 2. Sanitary Sewer Line Abandonment by Grouting 31 a. Excavate and backfill in accordance with Section 33 05 10. 32 b. Dewater and dispose of any sewage from the existing line to be grouted. 33 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or 34 CLSM in accordance with 03 34 13. 35 d. Dispose of any excess material. 36 3. Sanitary Sewer Line Removal 37 a. Excavate and backfill in accordance with Section 33 05 10. 38 b. Cut existing line from the utility system prior to removal. 39 c. Cut any services prior to removal. 40 d. Remove existing pipe line and properly dispose as approved by City. 41 4. Sanitary Sewer Manholes Removal 42 a. All sanitary sewer manholes that are to be taken out of service are to be 43 removed unless specifically requested and/or approved by City. 44 b. Excavate and backfill in accordance with Section 33 05 10. 45 c. Remove and salvage manhole frame and cover. 46 d. Deliver salvaged material to the Water Department Field Operation Storage. 47 e. Demolish and remove entire concrete manhole. 48 f. Cut and plug sewer lines to be abandoned. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 .......... 0241 14 - 15 UTILITY REMOVAL/ABANDONMENT Page 15 of 16 1 5. Sanitary Sewer Junction Structure Removal 2 a. Excavate and backfill in accordance with Section 33 05 10. 3 b. Remove and salvage manhole frame and cover. 4 c. Deliver salvaged material to the Water Department Field Operation Storage. 5 d. Demolish and remove entire concrete manhole. 6 e. Cut and plug sewer lines to be abandoned. 7 D. Storm Sewer Lines and Appurtenances 8 1. Storm Sewer Abandonment Plug 9 a. Excavate and backfill in accordance with Section 33 05 10. 10 b. Dewater line. 11 c. Plug with CLSM in accordance with Section 03 34 13. 12 2. Storm Sewer Line Abandonment by Grouting 13 a. Excavate and backfill in accordance with Section 33 05 10. 14 b. Dewater the existing line to be grouted. 15 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or 16 CLSM in accordance with 03 34 13. 17 d. Dispose of any excess material. 18 3. Storm Sewer Line Removal 19 a. Excavate and backfill in accordance with Section 33 05 10. 20 b. Remove existing pipe line and properly dispose as approved by City. 21 4. Storm Sewer Manhole Removal 22 a. All storm sewer manholes that are to be taken out of service are to be removed 23 unless specifically requested and/or approved by City. 24 b. Excavate and backfill in accordance with Section 33 05 10. 25 c. Demolish and remove entire concrete manhole. 26 d. Cut and plug storm sewer lines to be abandoned. 27 5. Storm Sewer Junction Box and/or Junction Structure Removal 28 a. Excavate and backfill in accordance with Section 33 05 10. 29 b. Demolish and remove entire concrete structure. 30 c. Cut and plug storm sewer lines to be abandoned. - 31 6. Storm Sewer Inlet Removal 32 a. Excavate and backfill in accordance with Section 33 05 10. 33 b. Demolish and remove entire concrete inlet. 34 c. Cut and plug storm sewer lines to be abandoned. 35 7. Storm Sewer Box Removal 36 a. Excavate and backfill in accordance with Section 33 05 10. 37 b. Cut existing line from the utility system prior to removal. 38 c. Cut any services prior to removal. 39 d. Remove existing pipe line and properly dispose as approved by City. 40 8. Headwall/SET Removal 41 a. Excavate and backfill in accordance with Section 33 05 10. 42 b. Demolish and remove entire concrete inlet. 43 c. Cut and plug storm sewer lines to be abandoned. 44 9. Storm Sewer Trench Drain Removal 45 a. Excavate and backfill in accordance with Section 33 05 10. 46 b. Remove existing pipe line and dispose as approved by City. 47 3.5 REPAIR / RESTORATION [NOT USED] CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 024114 - 16 UTILITY REMOVAL/ABANDONMENT Page 16 of 16 1 3.6 RE-INSTALLATION [NOT USED] 2 3.7 FIELD [OR] SITE QUALITY CONTROL 3 3.8 SYSTEM STARTUP [NOT USED] 4 3.9 ADJUSTING [NOT USED] 5 3.10 CLEANING [NOT USED] 6 3.11 CLOSEOUT ACTIVITIES [NOT USED] 7 3.12 PROTECTION [NOT USED] 8 3.13 MAINTENANCE [NOT USED] 9 3.14 ATTACHMENTS [NOT USED] to END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.C.3.c. —Include Frame and Cover in Payment description 12/20/12 D. Johnson Throughout—added abandonment of storm and sewer manholes when requested and/or approved by City 11 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 3201 17 - 1 PERMANENT ASPHALT PAVING REPAIR Page 1 of 5 1 SECTION 32 01 17 2 PERMANENT ASPHALT PAVING REPAIR 3 PART 1 - 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 I 1 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 19 limit of the asphalt pavement repair for water or sewer lines. 20 3.) Utility service trench repair will be paid by the linear foot, regardless 21 of the 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 Contract 24 2. Division 1 — General Requirements 25 3. Section 03 34 16 — Concrete Base Material for Trench Repair 26 4. Section 32 12 16 —Asphalt Paving 27 S. Section 32 13 13 — Concrete Paving 28 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 29 1.2 PRICE AND PAYMENT PROCEDURES 30 A. Measurement and Payment 31 1. Asphalt Pavement Repair 32 a. Measurement 33 1) Measurement for this Item will be by the linear foot of Asphalt Pavement 34 Repair based on the defined width and roadway classification specified in 35 the Drawings. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under"Measurement"will be paid for at the unit 39 price bid price per linear foot of Asphalt Pavement Repair. 40 c. The price bid shall include: 41 1) Preparing final surfaces CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 320117 - 2 PERMANENT ASPHALT PAVING REPAIR Page 2of5 1 2) Furnishing, loading, unloading, storing, hauling and handling all materials 2 including freight and royalty 3 3) Traffic control for all testing 4 4) Asphalt, aggregate, and additive 5 5) Materials and work needed for corrective action 6 6) Trial batches 7 7) Tack coat 8 8) Removal and/or sweeping excess material 9 2. Asphalt Pavement Repair for Utility Service Trench 10 a. Measurement 11 1) Measurement for this Item will be by the linear foot of Asphalt Pavement 12 Repair centered on the proposed sewer service line measured from the 13 face of curb to the limit of the Asphalt Pavement Repair for the main sewer 14 line. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 and measured as provided under"Measurement"will be paid for at the unit 18 price bid price per linear foot of`Asphalt Pavement Repair, Service" 19 installed for: 20 a) Various types of utilities 21 c. The price bid shall include: 22 1) Preparing final surfaces 23 2) Furnishing, loading, unloading, storing, hauling and handling all materials 24 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 3. Asphalt Pavement Repair Beyond Defined Width 32 a. Measurement 33 1) Measurement for this Item will be by the square yard for asphalt pavement 34 repair beyond pay limits of the defined width of Asphalt Pavement Repair 35 by roadway classification specified in the Drawings. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under"Measurement"will be paid for at the unit 39 price bid per square yard of Asphalt Pavement Repair Beyond Defined 40 Width. 41 c. The price bid shall include: 42 1) Preparing final surfaces 43 2) Furnishing, loading, unloading, storing, hauling and handling all materials 44 including freight and royalty 45 3) Traffic control for all testing 46 4) Asphalt, aggregate, and additive 47 5) Materials and work needed for corrective action 48 6) Trial batches 49 7) Tack coat 50 8) Removal and/or sweeping excess material CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 320117 - 3 PERMANENT ASPHALT PAVING REPAIR Page 3of5 1 4. Extra Width Asphalt Pavement Repair 2 a. Measurement 3 1) Measurement for this Item will be by the square yard for surface repair 4 (does not include base repair) for: 5 a) Various thicknesses 6 b. Payment 7 1) The work performed and materials furnished in accordance with this Item 8 and measured as provided under"Measurement"will be paid for at the unit 9 price bid per square yard of Extra Width Asphalt Pavement Repair 10 c. The price bid shall include: 11 1) Preparing final surfaces 12 2) Furnishing, loading, unloading, storing, hauling and handling all materials 13 including freight and royalty 14 3) Traffic control for all testing 15 4) Asphalt, aggregate, and additive 16 5) Materials and work needed for corrective action 17 6) Trial batches 18 7) Tack coat 19 8) Removal and/or sweeping excess material 20 1.3 REFERENCES 21 A. Definitions 22 1. H.M.A.C. — Hot Mix Asphalt Concrete 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Permitting 25 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 26 and Public Works Department in conformance with current ordinances. 27 2. The Transportation and Public Works Department will inspect the paving repair 28 after construction. 29 1.5 SUBMITTALS [NOT USED] 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31 A. Asphalt Pavement Mix Design: submit for approval: see Section 32 12 16. 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.11 DELIVERY, STORAGE,AND HANDLING [NOT USED] 36 1.12 FIELD CONDITIONS 37 A. Place mixture when the roadway surface temperature is 45 degrees F or higher and 38 rising unless otherwise approved. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 320117 - 4 PERMANENT ASPHALT PAVING REPAIR Page 4 of 5 1 1.13 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER-FURNISHED [NOT USED] 4 2.2 MATERIALS 5 A. Backfill 6 1. See Section 33 05 10. 7 B. Base Material 8 1. Concrete Base Material for Trench Repair: See Section 03 34 16. 9 2. Concrete Base: See Section 32 13 13. 10 C. Asphalt Paving: see Section 32 12 16. 11 1. H.M.A.C. paving: Type D. 12 2.3 ACCESSORIES [NOT USED] 13 2.4 SOURCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUTION 15 3.1 INSTALLERS [NOT USED] 16 3.2 EXAMINATION [NOT USED] 17 3.3 PREPARATION 18 A. Surface Preparation 19 1. Mark pavement cut for repairs for approval by the City. 20 2. Contractor and City meet prior to saw cutting to confirm limits of repairs. 21 3.4 INSTALLATION 22 A. General 23 1. Equipment 24 a. Use machine intended for cutting pavement. 25 b. Milling machines may be used as long as straight edge is maintained. 26 2. Repairs: In true and straight lines to dimensions shown on the Drawings. 27 3. Utility Cuts 28 a. In a true and straight line on both sides of the trench 29 b. Minimum of 12 inches outside the trench walls 30 c. If the existing flexible pavement is 2 feet or less between the lip of the existing 31 gutter and the edge of the trench repair, remove the existing paving to such 32 gutter. 33 4. Limit dust and residues from sawing from entering the atmosphere or drainage 34 facilities. 35 B. Removal CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 320117 - 5 PERMANENT ASPHALT PAVING REPAIR Page 5 of 5 1 1. Use care to prevent fracturing existing pavement structure adjacent to the repair 2 area. 3 C. Base 4 1. Install replacement base material as specified in Drawings. 5 D. Asphalt Paving 6 1. H.M.A.0 placement: in accordance with Section 32 12 16 7 2. Type D surface mix 8 3. Depth: as specified in Drawings 9 4. Place surface mix in lifts not to exceed 3 inches. 10 5. Last or top lift shall not be less than 2 inches thick. 11 3.5 REPAIR/RESTORATION [NOT USED] 12 3.6 RE-INSTALLATION [NOT USED] 13 3.7 FIELD QUALITY CONTROL [NOT USED] 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 3.11 CLOSEOUT ACTIVITIES [NOT USED] 18 3.12 PROTECTION [NOT USED] 19 3.13 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS [NOT USED] 21 22 23 24 END OF SECTION 25 26 Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A— Modified Items to be included in price bid; Added blue text 12/20/2012 D. Johnson for clarification of repair width on utility trench repair; Added a bid item for utility service trench repair. 27 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 3201 18 - 1 TEMPORARY ASPHALT PAVING REPAIR Page 1 of 3 1 SECTION 32 01 18 2 TEMPORARY ASPHALT PAVING REPAIR 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Utility cuts (water, sanitary sewer, drainage, etc.) along streets programmed for 7 total reconstruction under a Capital Improvement Program or resurfacing under a 8 Street Maintenance Program. 9 2. Repairs of damage caused by Contractor 10 3. Any other temporary pavement repair needed during the course of construction. 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. 2"Temporary Pavement Repair to include, 2" HMAC Type D and 6"Type B Flex 13 Base Material Grade 2 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 16 2. Division 1 - General Requirements 17 3. Section 32 11 23 - Flexible Base Courses 18 4. Section 32 12 16 - Asphalt Paving 19 5. Section 33 05 10 - Utility Trench Excavation, Embedment and Backfill 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. Measurement for this Item shall be by the linear foot of Temporary Asphalt 24 Paving Repair. 25 2. Payment 26 a. The work performed and materials furnished in accordance with this Item and 27 measured as provided under"Measurement"will be paid for at the unit price 28 bid per linear foot of Temporary Asphalt Paving Repair. No additional payment 29 will be provided for repairs of damage to adjacent pavement caused by the 30 Contractor. 31 3. The price bid shall include: 32 a. Preparing final surfaces 33 b. Furnishing, loading, unloading, storing, hauling and handling all materials 34 including freight and royalty 35 c. Traffic control for all testing 36 d. Asphalt, aggregate, and additive 37 e. Materials and work needed for corrective action 38 f. Trial batches 39 g. Tack coat 40 h. Removal and/or sweeping excess material 41 CITY OF FORT WORTH MWR2015A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2738 Revised December 20, 2012 320118 - 2 TEMPORARY ASPHALT PAVING REPAIR Page 2 of 3 1 1.3 REFERENCES 2 A. Definitions 3 1. H.M.A.C. — Hot Mix Asphalt Concrete 4 1.4 ADMINISTRATIVE REQUIREMENTS 5 A. Permitting 6 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 7 and Public Works Department in conformance with current ordinances. 8 2. The Transportation and Public Works Department will inspect the paving repair 9 after construction. 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 12 A. Asphalt Pavement Mix Design: submit for approval. Section 32 12 16. 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD CONDITIONS 18 A. Weather Conditions: Place mixture when the roadway surface temperature is 40 19 degrees F or higher and rising unless otherwise approved. 20 1.12 WARRANTY [NOT USED] 21 PART 2 - PRODUCTS 22 2.1 OWNER-FURNISHED [NOT USED] 23 2.2 MATERIALS 24 A. Backfill: see Section 33 05 10. 25 B. Base Material 26 1. Flexible Base: Use existing base and add new flexible base as required in 27 accordance with Section 32 1123. 28 C. Asphalt Concrete: See Section 32 12 16. 29 1. H.M.A.C. paving: Type D. 30 2.3 ACCESSORIES [NOT USED] 31 2.4 SOURCE QUALITY CONTROL [NOT USED] 32 PART 3 - EXECUTION CITY OF FORT WORTH MWR2015A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2738 Revised December 20, 2012 320118 - 3 TEMPORARY ASPHALT PAVING REPAIR Page 3of3 1 3.1 INSTALLERS [NOT USED] 2 3.2 EXAMINATION [NOT USED] 3 3.3 PREPARATION [NOT USED] 4 3.4 INSTALLATION 5 A. Removal 6 1. Use an approved method that produces a neat edge. 7 2. Use care to prevent fracturing existing pavement structure adjacent to the repair 8 area. 9 B. Base 10 1. Install flexible base material per detail. 11 2. See Section 32 1123. 12 C. Apshalt Paving 13 1. H.M.A.C. placement: in accordance with Section 32 12 16. 14 2. Type D surface mix. 15 3.5 REPAIR/RESTORATION [NOT USED] 16 3.6 RE-INSTALLATION [NOT USED] 17 3.7 FIELD QUALITY CONTROL [NOT USED] 18 3.8 SYSTEM STARTUP [NOT USED] 19 3.9 ADJUSTING [NOT USED] 20 3.10 CLEANING [NOT USED] 21 3.11 CLOSEOUT ACTIVITIES [NOT USED] 22 3.12 PROTECTION [NOT USED] 23 3.13 MAINTENANCE [NOT USED] 24 3.14 ATTACHMENTS [NOT USED] 25 END OF SECTION 26 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A— Modified Items to be included in price bid 27 CITY OF FORT WORTH MWR2015A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2738 Revised December 20, 2012 32 1723 - 1 PAVEMENT MARKINGS Page 1 of 11 1 SECTION 32 17 23 2 PAVEMENT MARKINGS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Pavement Markings 7 a. Thermoplastic, hot-applied, spray (HAS) pavement markings 8 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 Contract 19 2. Division 1 —General Requirements 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Pavement Markings 23 a. Measurement 24 1) Measurement for this Item shall be per linear foot of material placed. 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under"Measurement"shall be paid for at the 28 unit price bid per linear foot of"Pvmt Marking" installed for: 29 a) Various Widths 30 b) Various Types 31 c) Various Materials 32 d) Various Colors 33 c. The price bid shall include: 34 1) Installation of Pavement Marking 35 2) Glass beads, when required 36 3) Surface preparation 37 4) Clean-up 38 5) Testing (when required) 39 2. Legends 40 a. Measurement 41 1) Measurement for this Item shall be per each Legend installed. 42 b. Payment CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 321723 - 2 PAVEMENT MARKINGS Page 2 of 11 1 1) The work performed and materials furnished in accordance with this Item 2 shall be paid for at the unit price bid per each"Legend"installed for: 3 a) Various types 4 b) Various applications 5 c. The price bid shall include: 6 1) Installation of Pavement Marking 7 2) Glass beads, when required 8 3) Surface preparation 9 4) Clean-up 10 5) Testing 11 3. Raised Markers 12 a. Measurement 13 1) Measurement for this Item shall be per each Raised Marker installed. 14 b. Payment 15 1) The work performed and materials furnished in accordance with this Item 16 shall be paid for at the unit price bid per each"Raised Marker"installed for: 17 a) Various types 18 c. The price bid shall include: 19 1) Installation of Raised Markers 20 2) Surface preparation 21 3) Clean-up 22 4) Testing 23 4. Work Zone Tab Markers 24 a. Measurement 25 1) Measurement for this Item shall be per each Tab Marker installed. 26 b. Payment 27 1) The work performed and materials furnished in accordance with this Item 28 shall be paid for at the unit price bid per each"Tab Marker"installed for: 29 a) Various types 30 c. The price bid shall include: 31 1) Installation of Tab Work Zone Markers 32 5. Fire Lane Markings 33 a. Measurement 34 1) Measurement for this Item shall be per the linear foot. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 and measured as provided under"Measurement"shall be paid for at the 38 unit price bid per linear foot of"Fire Lane Marking"installed. 39 c. The price bid shall include: 40 1) Surface preparation 41 2) Clean-up 42 3) Testing 43 6. Pavement Marking Removal 44 a. Measurement 45 1) Measure for this Item shall be per linear foot. 46 b. Payment 47 1) The work performed and materials furnished in accordance with this Item 48 and measured as provided under"Measurement"shall be paid for at the 49 unit price bid per linear foot of"Remove Pvmt Marking" performed for: 50 a) Various widths CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 32 1723 - 3 PAVEMENT MARKINGS Page 3 of 11 1 c. The price bid shall include: 2 1) Removal of Pavement Markings 3 2) Clean-up 4 7. Raised Marker Removal 5 a. Measurement 6 1) Measurement for this Item shall be per each Pavement Marker removed. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 shall be paid for at the unit price bid per each"Remove Raised Marker" 10 performed. 11 c. The price bid shall include: 12 1) Removal of each Marker _ 13 2) Disposal of removed materials 14 3) Clean-up 15 8. Legend Removal 16 a. Measurement 17 1) Measure for this Item shall be per each Legend removed. 18 b. Payment 19 1) The work performed and materials furnished in accordance with this Item 20 and measured as provided under"Measurement"shall be paid for at the ` 21 unit price bid per linear foot of"Remove Legend" performed for: 22 a) Various types 23 b) Various applications 24 c. The price bid shall include: 25 1) Removal of Pavement Markings 26 2) Clean-up 27 1.3 REFERENCES 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Texas Manual on Uniform Traffic Control Devices (MUTCD), 2011 Edition 33 a. Part 3, Markings 34 3. American Association of State Highway and Transportation Officials (AASHTO) 35 a. Standard Specification for Glass Beads Used in Pavement Markings, M 247-09 36 4. Federal Highway Administration (FHWA) 37 a. 23 CFR Part 655, FHWA Docket No. FHWA-2009-0139 38 5. Texas Department of Transportation (TxDOT) 39 a. DMS-4200, Pavement Markers (Reflectorized) 40 b. DMS-4300, Traffic Buttons 41 c. DMS-8220, Hot Applied Thermoplastic 42 d. DMS-8240, Permanent Prefabricated Pavement Markings 43 e. DMS-8241, Removable Prefabricated Pavement Markings 44 f. DMS-8242, Temporary Flexible-Reflective Road Marker Tabs CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 321723 - 4 PAVEMENT MARKINGS Page 4 of 11 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 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 for 5 specials. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 7 1.7 CLOSEOUT SUBMITTALS [NOT USED] 8 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 9 1.9 QUALITY ASSURANCE [NOT USED] 10 1.10 DELIVERY, STORAGE, AND HANDLING 11 A. Storage and Handling Requirements 12 1. The Contractor shall secure and maintain a location to store the material in 13 accordance with Section 01 50 00. 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS 17 2.1 OWNER-SUPPLIED PRODUCTS 18 A. New Products 19 1. Refer to Drawings to determine if there are owner-supplied products for the 20 Project. 21 2.2 MATERIALS 22 A. Manufacturers 23 1. Only the manufacturers as listed in the City's Standard Products List will be 24 considered as shown in Section 0160 00. 25 a. The manufacturer must comply with this Specification and related Sections. 26 2. Any product that is not listed on the Standard Products List is considered a 27 substitution and shall be submitted in accordance with Section 0125 00. 28 B. Materials 29 1. Pavement Markings 30 a. Thermoplastic, hot applied, spray 31 1) Refer to Drawings and City Standard Detail Drawings for width of 32 longitudinal lines. 33 2) Product shall be especially compounded for traffic markings. 34 3) When placed on the roadway, the markings shall not be slippery when wet, 35 lift from pavement under normal weather conditions nor exhibit a tacky 36 exposed surface. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 321723 - 5 PAVEMENT MARKINGS Page 5of11 1 4) Cold ductility of the material shall permit normal road surface expansion 2 and contraction without chipping or cracking. 3 5) The markings shall retain their original color, dimensions and placement 4 under normal traffic conditions at road surface temperatures of 158 5 degrees Fahrenheit and below. 6 6) Markings shall have uniform cross-section, clean edges, square ends and 7 no evidence of tracking. 8 7) The density and quality of the material shall be uniform throughout the 9 markings. 10 8) The thickness shall be uniform throughout the length and width of the 11 markings. 12 9) The markings shall be 95 percent free of holes and voids, and free of 13 blisters for a minimum of 60 days after application. 14 10)The material shall not deteriorate by contact with sodium chloride, calcium 15 chloride or other chemicals used to prevent roadway ice or because of the 16 oil content of pavement markings or from oil droppings or other effects of 17 traffic. 18 11)The material shall not prohibit adhesion of other thermoplastic markings if, 19 at some future time, new markings are placed over existing material. 20 a) New material shall bond itself to the old line in such a manner that no 21 splitting or separation takes place. 22 12)The markings placed on the roadway shall be completely retroreflective 23 both internally and externally with traffic beads and shall exhibit uniform 24 retro-directive reflectance. 25 13)Traffic beads 26 a) Manufactured from glass 27 b) Spherical in shape 28 c) Essentially free of sharp angular particles 29 d) Essentially free of particles showing cloudiness, surface scoring or 30 surface scratching 31 e) Water white in color 32 f) Applied at a uniform rate 33 g) Meet or exceed Specifications shown in AASHTO Standard Specification 34 for Glass Beads Used in Pavement Markings, AASHTO Designation: M 35 247-09. 36 b. Thermoplastic, hot applied, extruded 37 1) Product shall be especially compounded for traffic markings 38 2) When placed on the roadway, the markings shall not be slippery when wet, 39 lift from pavement under normal weather conditions nor exhibit a tacky 40 exposed surface. 41 3) Cold ductility of the material shall permit normal road surface expansion 42 and contraction without chipping or cracking. 43 4) The markings shall retain their original color, dimensions and placement 44 under normal traffic conditions at road surface temperatures of 158 45 degrees Fahrenheit and below. 46 5) Markings shall have uniform cross-section, clean edges, square ends and 47 no evidence of tracking. 48 6) The density and quality of the material shall be uniform throughout the 49 markings. 50 7) The thickness shall be uniform throughout the length and width of the 51 markings. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 321723 - 6 PAVEMENT MARKINGS Page 6 of 11 1 8) The markings shall be 95 percent free of holes and voids, and free of 2 blisters for a minimum of 60 days after application. 3 9) The minimum thickness of the marking, as measured above the plane 4 formed by the pavement surface, shall not be less than 1/8 inch in the 5 center of the marking and 3/32 inch at a distance of 112 inch from the edge. 6 10) Maximum thickness shall be 3/16 inch. 7 11)The material shall not deteriorate by contact with sodium chloride, calcium 8 chloride or other chemicals used to prevent roadway ice or because of the 9 oil content of pavement markings or from oil droppings or other effects of 10 traffic. 11 12) The material shall not prohibit adhesion of other thermoplastic markings if, 12 at some future time, new markings are placed over existing material. New 13 material shall bond itself to the old line in such a manner that no splitting 14 or separation takes place. 15 13)The markings placed on the roadway shall be completely retroreflective 16 both internally and externally with traffic beads and shall exhibit uniform 17 retro-directive reflectance. 18 14)Traffic beads 19 a) Manufactured from glass 20 b) Spherical in shape 21 c) Essentially free of sharp angular particles 22 d) Essentially free of particles showing cloudiness, surface scoring or 23 surface scratching 24 e) Water white in color 25 f) Applied at a uniform rate 26 g) Meet or exceed Specifications shown in AASHTO Standard Specification 27 for Glass Beads Used in Pavement Markings, AASHTO Designation: M 28 247-09. 29 c. Preformed Polymer Tape 30 1) Material shall meet or exceed the Specifications for SWARCO Director 35, 31 3M High Performance Tape Series 3801 ES, or approved equal. 32 d. Preformed Heat-Activated Thermoplastic Tape 33 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125 34 mil preformed thermoplastic or approved equal. 35 2. Raised Markers 36 a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic 37 Control Devices. 38 b. Non-reflective markers shall be Type Y (yellow body) and Type W (white body) 39 round ceramic markers and shall meet or exceed the TxDOT Specification DMS- 40 4300. 41 c. The reflective markers shall be plastic, meet or exceed the TxDOT Specification 42 DMS-4200 for high-volume retroreflective raised markers and be available in 43 the following types: 44 1) Type I-C, white body, 1 face reflects white 45 2) Type II-A-A, yellow body, 2 faces reflect amber 46 3) Type II-C-R, white body, 1 face reflects white, the other red 47 48 3. Work Zone Markings 49 a. Tabs CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 321723 - 7 PAVEMENT MARKINGS Page 7 of 11 1 1) Temporary flexible-reflective roadway marker tabs shall meet requirements 2 of TxDOT DMS-8242, "Temporary Flexible-Reflective Road Marker Tabs." 3 2) Removable markings shall not be used to simulate edge lines. 4 3) No segment of roadway open to traffic shall remain without permanent 5 pavement markings for a period greater than 14 calendar days. 6 b. Raised Markers 7 1) All raised pavement markers shall meet the requirements of DMS-4200. 8 c. Striping 9 1) Work Zone striping shall meet or exceed the TxDOT Specification DMS- 10 8200. 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL 13 A. Performance 14 1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet the 15 requirements detailed in the table below for a minimum of 30 calendar days. -- Posted Speed (mph) :5 30 35-50 > 55 2-lane roads with centerline n/a 100 250 markings only 1 All other roads 2 n/a 50 100 16 (1) Measured at standard 30-m geometry in units of mcd/mZ/lux. 17 (2) Exceptions: 18 A. When raised reflective pavement markings (RRPMs) supplement or 19 substitute for a longitudinal line, minimum pavement marking retroreflectivity 20 levels are not applicable as long as the RRPMs are maintained so that at 21 least 3 are visible from any position along that line during nighttime 22 conditions. 23 B. When continuous roadway lighting assures that the markings are visible, 24 minimum pavement marking retroreflectivity levels are not applicable. 25 PART 3 - EXECUTION 26 3.1 EXAMINATION [NOT USED] 27 3.2 PREPARATION 28 A. Pavement Conditions 29 1. Roadway surfaces shall be free of dirt, grease, loose and/or flaking existing 30 markings and other forms of contamination. 31 2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the 32 curing membrane. 33 3. Pavement to which material is to be applied shall be completely dry. 34 4. Pavement shall be considered dry, if, on a sunny day after observation for 15 35 minutes, no condensation develops on the underside of a 1 square foot piece of 36 clear plastic that has been placed on the pavement and weighted on the edges. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 321723 - 8 PAVEMENT MARKINGS Page 8 of 11 1 5. Equipment and methods used for surface preparation shall not damage the 2 pavement or present a hazard to motorists or pedestrians. 3 3.3 INSTALLATION 4 A. General 5 1. The materials shall be applied according to the manufacturer's recommendations. 6 2. Markings and markers shall be applied within temperature limits recommended by 7 the material manufacturer, and shall be applied on clean, dry pavement having a 8 surface temperature above 50 degrees Fahrenheit. 9 3. Markings that are not properly applied due to faulty application methods or being 10 placed in the wrong position or alignment shall be removed and replaced by the 11 Contractor at the Contractor's expense. If the mistake is such that it would be 12 confusing or hazardous to motorists, it shall be remedied the same day of 13 notification. Notification will be made by phone and confirmed by fax. Other 14 mistakes shall be remedied within 5 days of written notification. 15 4. When markings are applied on roadways open to traffic, care will be taken to 16 ensure that proper safety precautions are followed, including the use of signs, 17 cones, barricades, flaggers, etc. 18 5. Freshly applied markings shall be protected from traffic damage and disfigurement. 19 6. Temperature of the material must be equal to the temperature of the road surface 20 before allowing traffic to travel on it. 21 B. Pavement Markings 22 1. Thermoplastic, hot applied, spray 23 a. This method shall be used to install and replace long lines—centerlines, lane 24 lines, edge lines, turn lanes, and dots. 25 b. Markings shall be applied at a 110 mil thickness. 26 c. Markings shall be applied at a 90 mil thickness when placed over existing 27 markings. 28 d. A sealer shall be used if concrete or asphalt is older than three (3) years. 29 e. Typical setting time shall be between 4 minutes and 10 minutes depending 30 upon the roadway surface temperature and the humidity factor. 31 f. Retroreflective raised markers shall be used to supplement the centerlines, lane 32 lines, and turn lanes. Refer to City Standard Detail Drawings for placement. 33 g. Minimum retroreflectivity of markings shall meet or exceed values shown in 34 subparagraph 2.4.A.1 of this Specification. 35 2. Thermoplastic, hot applied, extruded 36 a. This method shall be used to install and replace crosswalks and stop-lines. 37 b. Markings shall be applied at a 125 mil thickness. 38 c. Minimum retroreflectivity of markings shall meet or exceed values shown in this 39 Specification. 40 3. Preformed Polymer Tape 41 a. This method shall be used to install and replace crosswalks, stop-lines, and 42 legends. 43 b. The applied marking shall adhere to the pavement surface with no slippage or 44 lifting and have square ends, straight lines and clean edges. 45 c. Minimum retroreflectivity of markings shall meet or exceed values shown in this 46 Specification. 47 4. Preformed Heat-Activated Thermoplastic Tape CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 321723 - 9 PAVEMENT MARKINGS Page 9 of 11 1 a. This method shall be used to install and replace crosswalks, stop-lines, and 2 legends. 3 b. The applied marking shall adhere to the pavement surface with no slippage or 4 lifting and have square ends, straight lines and clean edges. 5 c. Minimum retroreflectivity of markings shall meet or exceed values shown in this 6 Specification. 7 C. Raised Markers 8 1. All permanent raised pavement markers on Portland Cement roadways shall be 9 installed with epoxy adhesive. Bituminous adhesive is not acceptable. 10 2. All permanent raised pavement markers on new asphalt roadways may be installed 11 with epoxy or bituminous adhesive. _ 12 3. A chalk line, chain or equivalent shall be used during layout to ensure that 13 individual markers are properly aligned. All markers shall be placed uniformly along 14 the line to achieve a smooth continuous appearance. 15 D. Work Zone Markings 16 1. Work shall be performed with as little disruption to traffic as possible. 17 2. Install longitudinal markings on pavement surfaces before opening to traffic. 18 3. Maintain lane alignment traffic control devices and operations until markings are 19 installed. 20 4. Install markings in proper alignment in accordance with the Texas MUTCD and as 21 shown on the Drawings. 22 5. Place standard longitudinal lines no sooner than 3 calendar days after the 23 placement of a surface treatment, unless otherwise shown on the Drawings. 24 6. Place markings in proper alignment with the location of the final pavement 25 markings. 26 7. Do not use raised pavement markers for words, symbols, shapes, or diagonal or 27 transverse lines. 28 8. All markings shall be visible from a distance of 300 feet in daylight conditions and 29 from a distance of at least 160 feet in nighttime conditions, illuminated by low- 30 beam automobile headlight. 31 9. The daytime and nighttime reflected color of the markings must be distinctly white 32 or yellow. 33 10. The markings must exhibit uniform retroreflective characteristics. 34 11. Epoxy adhesives shall not be used to work zone markings. 35 3.4 REMOVALS 36 1. Pavement Marking and Marker Removal 37 a. The industry's best practice shall be used to remove existing pavement 38 markings and markers. 39 b. If the roadway is being damaged during the marker removal, Work shall be 40 halted until consultation with the City. 41 c. Removals shall be done in such a matter that color and texture contrast of the 42 pavement surface will be held to a minimum. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 32 17 23 - 10 PAVEMENT MARKINGS Page 10 of 11 1 d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc., greater 2 than 1/4 inch in depth resulting from the removal of pavement markings and 3 markers. Driveway patch asphalt emulsion may be broom applied to reseal 4 damage to asphaltic surfaces. 5 e. Dispose of markers in accordance with federal, state, and local regulations. 6 f. Use any of the following methods unless otherwise shown on the Drawings. 7 1) Surface Treatment Method 8 a) Apply surface treatment at rates shown on the Drawings or as directed. 9 Place a surface treatment a minimum of 2 feet wide to cover the 10 existing marking. 11 b) Place a surface treatment, thin overlay, or microsurfacing a minimum 12 of 1 lane in width in areas where directional changes of traffic are 13 involved or in other areas as directed by the City. 14 2) Burn Method 15 a) Use an approved burning method. 16 b) For thermoplastic pavement markings or prefabricated pavement 17 markings, heat may be applied to remove the bulk of the marking 18 material prior to blast cleaning. 19 c) When using heat, avoid spalling pavement surfaces. 20 d) Sweeping or light blast cleaning may be used to remove minor residue. 21 3) Blasting Method 22 a) Use a blasting method such as water blasting, abrasive blasting, water 23 abrasive blasting, shot blasting, slurry blasting, water-injected abrasive 24 blasting, or brush blasting as approved. 25 b) Remove pavement markings on concrete surfaces by a blasting method 26 only. 27 4) Mechanical Method 28 a) Use any mechanical method except grinding. 29 b) Flail milling is acceptable in the removal of markings on asphalt and 30 concrete surfaces. 31 2. If a location is to be paved over, no additional compensation will be allowed for 32 marking or marker removal. 33 3.5 REPAIR/ RESTORATION [NOT USED] 34 3.6 RE-INSTALLATION [NOT USED] 35 3.7 FIELD QUALITY CONTROL 36 A. All lines must have clean edges, square ends, and be uniform cross-section. 37 B. The density and quality of markings shall be uniform throughout their thickness. 38 C. The applied markings shall have no more than 5 percent, by area, of holes or voids and 39 shall be free of blisters. 40 3.8 SYSTEM STARTUP [NOT USED] 41 3.9 ADJUSTING [NOT USED] 42 3.10 CLEANING 43 A. Contractor shall clean up and remove all loose material resulting from construction 44 operations. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 32 17 23 - 11 PAVEMENT MARKINGS Page 11 of 11 1 3.11 CLOSEOUT ACTIVITIES [NOT USED] r 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S. Arnold Removed paint type marking, updated references, added sealer language CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 323113 - 1 CHAIN LINK FENCE AND GATES Page 1 of 7 1 SECTION 32 31 13 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 accordance 7 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 l a. When existing fence is within the project Site (i.e. parallel to the utility trench 12 and/or within utility easement) and is directly disturbed by construction 13 activities, fencing will be paid for as listed in Article 1.2 below. 14 b. When existing fence is crossing the proposed utility trench, the work performed 15 and materials furnished in accordance with fence replacement will be 16 considered subsidiary to the trench and no other compensation will be allowed. 17 c. When existing fence is outside of the limits of the project Site or is identified as 18 protected on the Drawings and is disturbed and/or by construction activities, 19 replacement will be at the expense of the Contractor and no other 20 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 be 23 subsidiary to the price bid per linear foot of pipe. No additional compensation will be 24 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 Contract 27 2. Division 1 - General Requirements 28 1.2 PRICE AND PAYMENT PROCEDURES 29 A. Measurement and Payment 30 1. Chain Link Fence 31 a. Measurement 32 1) Measurement for this Item shall be by the linear foot of Chain Link Fence 33 installed. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this Item 36 and measured as provided under"Measurement"will be paid for at the unit 37 price bid per linear foot of Chain Link Fence installed for various: 38 a) Heights 39 b) Fabric materials 40 c. The price bid shall include: 41 1) Furnishing and installing all fence and gate materials 42 2) Mow strip, if shown in Drawings 43 3) Cleanup 44 4) Hauling CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 323113 - 2 CHAIN LINK FENCE AND GATES Page 2 of 7 1 2. Wrought Iron Fence 2 a. Measurement 3 1) Measurement for this Item shall be by the linear foot of Wrought Iron 4 Fence installed. 5 b. Payment 6 1) The work performed and materials furnished in accordance with this Item 7 and measured as provided under"Measurement"will be paid for at the unit 8 price bid per linear foot of Wrought Iron Fence installed for various heights. 9 c. The price bid shall include: 10 1) Furnishing and installing all fence and gate materials 11 2) Mow strip, if shown in Drawings 12 3) Cleanup 13 4) Hauling 14 3. Steel Tube Fence 15 a. Measurement 16 1) Measurement for this Item shall be by the linear foot of Steel Tube Fence 17 installed. 18 b. Payment 19 1) The work performed and materials furnished in accordance with this Item 20 and measured as provided under"Measurement"will be paid for at the unit 21 price bid per linear foot of Steel Tube Fence installed for various heights. 22 c. The price bid shall include: 23 1) Furnishing and installing all fence and gate materials 24 2) Mow strip, if shown in Drawings 25 3) Cleanup 26 4) Hauling 27 1.3 REFERENCES 28 A. Reference Standards 29 1. Reference standards cited in this specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 specification, unless a date is specifically cited. 32 2. American Society for Testing and Materials (ASTM): 33 a. A 36, Standard Specification for Carbon Structural Steel 34 b. A 123, Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron 35 and Steel Products 36 c. A 392, Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric 37 d. A 500, Standard Specification for Cold-Formed Welded and Seamless Carbon 38 Steel Structural Tubing in Rounds and Shapes 39 e. F 626, Standard Specification for Fence Fittings 40 f. F 1043, Standard Specification for Strength and Protective Coatings on Steel 41 Industrial Chain Link Fence Framework 42 g. F 1083, Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated 43 (Galvanized) Welded, for Fence Structures 44 h. F 1183, Specification for Aluminum Alloy Chain Link Fence Fabric 45 1.4 ADMINISTRATIVE REQUIREMENTS (NOT USED] 46 1.5 ACTION SUBMITTALS 47 A. Shop drawings CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 323113 - 3 CHAIN LINK FENCE AND GATES Page 3 of 7 1 1. Layout of fences and gates with dimensions, details, and finishes of components, 2 accessories and post foundations if requested by the City. 3 B. Product data 4 1. Manufacturer's catalog cuts indicating material compliance and specified options. 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] . 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE [NOT USED] 9 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY[NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER-FURNISHED [NOT USED] 14 2.2 MANUFACTURED UNITS / MATERIALS 15 A. Manufacturer 16 1. Minimum of 5 years of experience manufacturing galvanized coated chain link 17 fencing. 18 2. Approved Manufacturer or equal: 19 a. Allied Fence, Inc. 20 b. American Fence Corp. 21 c. Anchor Fence, Inc. 22 d. Master Halco, Inc. 23 B. Materials 24 1. Chain Link Fence 25 a. General 26 1) Posts, gate frames, braces, rails, stretcher bars, truss rods and tension wire 27 shall be of steel. 28 2) Gate hinges, post caps, barbed wire supporting arms, stretcher bar bands 29 and other parts shall be of steel, malleable iron, ductile iron or equal 30 3) Post tops, rail end, ties and clips may be of aluminum. 31 4) Use only new material, or salvaged/existing material if approved by City or 32 noted on Drawings. 33 b. Steel Fabric 34 1) Fabric 35 a) No. 9 gauge 36 b) 2-inch mesh 37 (1) Commercial: both top and bottom selvages twisted and barged 38 Residential: match existing or both top and bottom selvages knuckled 39 (2) Furnish 1-piece fabric widths. 40 2) Fabric Finish: Galvanized, ASTM A 392, Class I, with not less than 1.2 oz. 41 zinc per square foot of surface. 42 c. Aluminum Fabric 43 1) Fabric CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 323113 - 4 CHAIN LINK FENCE AND GATES Page 4 of 7 1 a) ASTM F 1183 2 b) No. 9 gauge 3 c) 2-inch mesh, with both top and bottom selvages twisted and barged. 4 d) Furnish 1-piece fabric widths. 5 d. Steel Framing 6 1) Steel pipe -Type I 7 a) ASTM F 1083 8 b) Standard weight schedule 40 9 c) Minimum yield strength: 30,000 psi 10 d) Sizes as indicated 11 e) Hot-dipped galvanized with minimum average 1.8 oz/ftz of coated 12 surface area 13 2) Steel pipe -Type II 14 a) ASTM F 1043, Group IC 15 b) Minimum yield strength: 50,000 psi 16 c) Sizes as indicated on Drawings 17 d) Protective coating per ASTM F 1043 18 (1) External coating Type B 19 (a) Zinc with organic overcoat 20 (b) 0.9 oz/ft2 minimum zinc coating with chromate conversion 21 coating and verifiable polymer film 22 (2) Internal coating Type B 23 (a) Minimum 0.9 oz/ft2 zinc or Type D, zinc pigmented, 81 percent 24 nominal coating, minimum 3 mils 25 3) Formed steel ("C'� sections: 26 a) Roll formed steel shapes complying with ASTM F 1043, Group II 27 b) Minimum yield strength: 45,000 psi (310 MPa) 28 c) Sizes as indicated on Drawings 29 d) External coating per ASTM F 1043, Type A 30 (1) Minimum average 2.0 oz/ft2 of zinc per ASTM A 123 31 4) Steel square sections 32 a) ASTM A 500, Grade B 33 b) Minimum yield strength: 40,000 psi 34 c) Sizes as indicated on Drawings 35 d) Hot-dipped galvanized with minimum 1.8 oz/ft2 of coated surface area 36 e. Accessories 37 1) Chain link fence accessories 38 a) ASTM F 626 39 b) Provide items required to complete fence system. 40 c) Galvanize each ferrous metal item and finish to match framing. 41 2) Post caps 42 a) Formed steel or cast malleable iron weather tight closure cap for 43 tubular posts. 44 b) Provide 1 cap for each post. 45 c) Cap to have provision for barbed wire when necessary. 46 d) "C"shaped line post without top rail or barbed wire supporting arms do 47 not require post caps. 48 e) Where top rail is used, provide tops to permit passage of top rail. 49 3) Top rail and rail ends 50 a) 15/8 inch diameter galvanized round pipe for horizontal railing 51 b) Pressed steel per ASTM F626 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 323113 - 5 CHAIN LINK FENCE AND GATES Page 5 of 7 1 c) For connection of rail and brace to terminal posts 2 4) Top rail sleeves 3 a) 7-inch expansion sleeve with a minimum 0.137 inch wire diameter and 4 1.80 inch length spring, allowing for expansion and contraction of top 5 rail 6 5) Wire ties 7 a) 9 gauge galvanized steel wire for attachment of fabric to line posts 8 b) Double wrap 13 gauge for rails and braces. 9 c) Hog ring ties of 12-1/2 gauge for attachment 10 6) Brace and tension (stretcher bar) bands 11 a) Pressed steel 12 b) Minimum 300 degree profile curvature for secure fence post 13 attachment 14 c) At square post provide tension bar clips. 15 7) Tension (stretcher) bars: 16 a) 1 piece lengths equal to 2 inches less than full height of fabric 17 b) Minimum cross-section of 3/16 inch x 3/4 inch 18 c) Provide tension (stretcher) bars where chain link fabric meets terminal 19 posts. ''- 20 8) Tension wire 21 a) Galvanized coated steel wire, 6 gauge, [0.192 inch] diameter wire 22 b) Tensile strength: 75,000 psi 23 9) Truss rods &tightener 24 a) Steel rods with minimum diameter of 5/16 inch 25 b) Capable of withstanding a tension of minimum 2,000 pounds 26 10) Nuts and bolts are galvanized. 27 2. Wrought Iron Fence: specified per Drawings. 28 3. Steel Tube Fence: specified per Drawings. 29 4. Setting Materials 30 a. Concrete 31 1) Minimum 28 day compressive strength of 3,000 psi 32 2) Bagged concrete allowed. 33 b. Drive Anchors 34 1) Galvanized angles 35 2) ASTM A 36 steel 36 3) 1 inch x 1 inch x 30 inch galvanized shoe clamps to secure angles to posts. 37 2.3 ACCESSORIES [NOT USED] 38 2.4 SOURCE QUALITY CONTROL [NOT USED] 39 PART 3 - EXECUTION 40 3.1 INSTALLERS [NOT USED] 41 3.2 EXAMINATION 42 A. Verification of Conditions 43 1. Verify areas to receive fencing are completed to final grades and elevations. 44 2. Ensure property lines and legal boundaries of work are clearly established CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 323113 - 6 CHAIN LINK FENCE AND GATES Page 6 of 7 1 3.3 PREPARATION [NOT USED) 2 3.4 INSTALLATION 3 A. Chain Link Fence Framing 4 1. Locate terminal post at each fence termination and change in horizontal or vertical 5 direction of 30 degrees or more. 6 2. Space line posts uniformly at 10 feet on center. 7 3. Set all posts in concrete 8 a. Drill holes in firm, undisturbed or compacted soil. 9 b. Drill hole diameter 4 times greater than outside dimension of post. 10 c. Set post bottom 24 inches below surface when in firm, undisturbed soil. I i d. Excavate deeper as required for adequate support in soft and loose soils, and 12 for posts with heavy lateral loads. 13 e. Place concrete around posts in a continuous pour. Trowel finish around post. 14 Slope to direct water away from posts. 15 4. Check each post for vertical and top alignment, and maintain in position during 16 placement and finishing operations. 17 5. Bracing 18 a. Install horizontal pipe brace at mid-height for fences 6 feet and taller, on each 19 side of terminal posts. 20 b. Firmly attach with fittings. 21 c. Install diagonal truss rods at these points. 22 d. Adjust truss rod, ensuring posts remain plumb. 23 6. Tension wire 24 a. Provide tension wire at bottom of fabric and at top, if top rail is not specified. 25 b. Install tension wire before stretching fabric and attach to each post with ties. 26 c. Secure tension wire to fabric with 12-1/2 gauge hog rings 24 inches on center. 27 7. Top rail 28 a. Install lengths, 21 feet 29 b. Connect joints with sleeves for rigid connections for expansion/contraction. 30 8. Center Rails for fabric height 12 feet and taller. 31 a. Install mid rails between posts with fittings and accessories. 32 9. Bottom Rails: Install bottom rails between posts with fittings and accessories. 33 B. Chain Link Fabric Installation 34 1. Fabric 35 a. Install fabric on security side and attach so that fabric remains in tension after 36 pulling force is released. 37 b. Leave approximately 2 inches between finish grade and bottom selvage. 38 c. Attach fabric with wire ties to line posts at 15 inches on center and to rails, 39 braces, and tension wire at 24 inches on center. 40 2. Tension (stretcher) bars 41 a. Pull fabric taut. 42 b. Thread tension bar through fabric and attach to terminal posts with bands or 43 clips spaced maximum of 15 inches on center. 44 3. Accessories 45 a. Tie wires: Bend ends of wire to minimize hazard to persons and clothing. 46 b. Fasteners: Install nuts on side of fence opposite fabric side for added security. 47 c. Slats: Install slats in accordance with manufacturer's instructions. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 323113 - 7 CHAIN LINK FENCE AND GATES Page 7 of 7 1 C. Wrought Iron Installation: install per Drawings 2 D. Steel Tube Fence: install per Drawings 3 3.5 REPAIR/RESTORATION [NOT USED] 4 3.6 RE-INSTALLATION [NOT USED] 5 3.7 FIELD QUALITY CONTROL [NOT USED] 6 3.8 SYSTEM STARTUP [NOT USED] 7 3.9 ADJUSTING [NOT USED] 8 3.10 CLEANING [NOT USED] 9 3.11 CLOSEOUT ACTIVITIES [NOT USED] 10 3.12 PROTECTION [NOT USED] 11 3.13 MAINTENANCE [NOT USED] 12 3.14 ATTACHMENTS [NOT USED] 13 END OF SECTION 14 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 15 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 323126 - 1 WIRE FENCE AND GATES Page 1 of 5 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 trench 9 and/or within utility easement) and is directly disturbed by construction 10 activities, fencing will be paid for as listed in Article 1.2 below. 11 b. When existing fence is crossing the proposed utility trench, the work performed 12 and materials furnished in accordance with fence replacement will be 13 considered subsidiary to the trench and no other compensation will be allowed. 14 c. When existing fence is outside of the limits of the project Site or is identified as 15 protected on the Drawings and is disturbed and/or by construction activities, 16 replacement will be at the expense of the Contractor and no other 17 compensation will be allowed. 18 B. Deviations from this City of Fort Worth Standard Specification 19 For Miscellaneous Water and Sewer Contracts, fence repair/replacements shall be 20 subsidiary to the price bid per linear foot of pipe. No additional compensation will be 21 allowed. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 24 2. Division 1 - General Requirements 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Wire Fence 28 a. Measurement 29 1) Measurement for this Item shall be by the linear foot of Wire Fence, 30 excluding gates. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under"Measurement"will be paid for at the unit 34 price bid per linear foot of Wire fence installed for various: 35 a) Post types 36 b) Wire types 37 c) Number of Strands as specified in the Drawings 38 c. The price bid shall include: 39 1) Removal of existing fence and/or, unless specifically defined as a separate 40 pay item on Drawings 41 2) Furnishing, preparing, hauling, and installing Wire Fence 42 3) Excavation, backfilling, and disposal of surplus material 43 4) Removal and trimming of brush and tree limbs 44 2. Steel Gates CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 323126 - 2 WIRE FENCE AND GATES Page 2 of 5 1 a. Measurement 2 1) Measurement for this Item shall be per each Steel Fence. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under"Measurement"will be paid for at the unit 6 price bid per each Steel Gate by height. 7 c. The price bid shall include: 8 1) Removal of existing fence and/or gates, unless specifically defined as a 9 separate pay item on Drawings 10 2) Furnishing, preparing, hauling, and installing Steel Gates 11 3) Excavation, backfilling, and disposal of surplus material 12 4) Removal and trimming of brush and tree limbs 13 1.3 REFERENCES 14 A. Reference Standards 15 1. Reference standards cited in this specification refer to the current reference 16 standard published at the time of the latest revision date logged at the end of this 17 specification, unless a date is specifically cited. 18 2. American Society for Testing and Materials (ASTM): 19 a. A 702, Standard Specification for Steel Fence Posts and Assemblies, Hot 20 Wrought 21 b. A 121, Standard Specification for Metallic-Coated, Carbon Steel Barbed Wire 22 c. A 116, Standard Specification for Metallic-Coated, Steel Woven Wire Fence 23 Fabric 24 d. F 1083, Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated 25 (Galvanized) Welded, for Fence Structures 26 3. American Wood Protection Association (AWPA) 27 a. P8/P9, Standard for Oil-Borne Preservatives 28 b. C5, Fence Posts - Preservative Treatment by Pressure Processes 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 ACTION SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY[NOT USED] 38 PART 2 - PRODUCTS 39 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 40 2.2 MATERIALS 41 A. Furnish materials in accordance with details shown on the Drawings and with the 42 following requirements. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 323126 - 3 WIRE FENCE AND GATES Page 3 of 5 1 B. Metal Posts and Braces 2 1. Steel Pipe: ASTM F 1083 3 2. T posts: ASTM A 702 4 3. Use only new steel. Do not use rerolled or open-seam material. 5 4. Furnish galvanized steel sections in ASTM F 1083. 6 5. Painting 7 a. Use an approved anticorrosive coating. 8 b. After installation of painted posts and braces, spot-coat damaged areas with 9 the same paint color. 10 c. Use paint with at least the same anticorrosive properties as the original paint. 11 6. Use the size, weight, and area of posts, braces, and anchor plates shown on the 12 Drawings. 13 C. Wood Posts and Braces 14 1. Untreated Wood: cedar or juniper timber 15 2. Treated Wood 16 a. AWPA standards govern materials and methods of treatments including ;;--- 17 seasoning, preservatives, and inspection for treatment. 18 b. Each piece or bundle of other treated-timber products must have: 19 1) Legible brand mark or tag indicating the name of the treater 20 2) Date of treatment or lot number 21 3) AWPA treatment specification symbol 22 c. Provide the level of preservative indicated in Table 1. 23 Table 1 24 Minimum Retention of Preservative Penta- chlorophe AWPA Product nol Standar (Ib./cu. d for ft' Treatme AWPA nt Preservative (P8/P9) Standard Wire fence osts 0.4 C5 (round)' 25 1. Retention determined by assay(0 to 1.0-inch zone). 26 3. Use sound timber that is free from decay, shakes, splits, or other defects that 27 would weaken the posts or braces or otherwise make them structurally unsuitable 28 for the purposes intended. 29 4. Knots that are sound, tight, trimmed flush, and not in clusters will be allowed, 30 provided they do not exceed 1/3 of the small diameter or the least dimension of 31 the posts and braces. 32 5. Remove spurs and splinters, cutting the ends square. 33 D. Gates and Gateposts: Furnish materials to the required dimensions. 34 E. Barbed and Smooth Wire: ASTM A 121, Class 1 35 1. Use wire consisting of 2 strand, 12 1/2 gauge, twisted wire CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 323126 - 4 WIRE FENCE AND GATES Page 4 of 5 1 2. Barbed Wire: 2-point 14 gauge barbs spaced no more than 5 inches apart 2 F. Wire Mesh: ASTM A 116, Class 1 3 1. Top and bottom wires: at least 10 gauge wire 4 2. Intermediate wires and vertical stays: 12 1/2 gauge wire 5 G. Miscellaneous 6 1. Furnish galvanized bolts, nuts, washers, braces, straps, and suitable devices for 7 holding barbed wire and wire mesh firmly to metal posts. 8 2. Use material of good commercial quality and design. 9 3. Provide galvanized staples, at least 1 1/2 inch long. 10 H. Concrete 11 1. Minimum 28 day compressive strength of 3,000 psi 12 2. Bagged concrete allowed. 13 2.3 ACCESSORIES [NOT USED] 14 2.4 SOURCE QUALITY CONTROL [NOT USED] 15 PART 3 - EXECUTION 16 3.1 INSTALLERS [NOT USED] 17 3.2 EXAMINATION [NOT USED] 18 3.3 PREPARATION [NOT USED] 19 3.4 INSTALLATION 20 A. Space fence posts as shown on the Drawings or to match existing. 21 B. Set fence posts plumb and firm at the intervals, depth, and grade shown on the 22 Drawings or to match existing. 23 C. Brace corner and pull posts in 2 directions. 24 D. Brace end posts and gateposts in 1 direction. 25 E. Install a corner post where the alignment changes 30 degrees or more. 26 F. At alignment angles between 15 and 30 degrees, brace the angle post to the adjacent 27 line posts with diagonal tension wires. 28 G. At grade depressions where stresses tend to pull posts out of the ground, snub or guy 29 the fencing at the critical point with a double 9 gauge galvanized wire. 30 H. Connect the wire to the top horizontal line of the barbed wire or to the top and bottom 31 wire or wire mesh fabric, and to a deadman weighing at least 100 pounds. 32 I. Stretch the fence before guying and snubbing. 33 J. Install number stands at spacing shown in Drawings. 34 K. Install corner, end, or angle post assembly before stretching the wire between posts. 35 L. Connect existing cross fences to the new fences and corner posts at junctions with 36 existing fences. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 323126 - 5 WIRE FENCE AND GATES Page 5 of 5 1 M. While drawing barbed wire and wire fabric taut, fasten to posts using galvanized ties or 2 staples, or as shown on the Drawings. 3 N. Install pull post assemblies at 500 feet intervals for steel posts and at 1,000 feet 4 intervals for wood posts. 5 0. Drive metal line posts provided driving does not damage the posts. 6 P. Set metal corners, ends, pull posts, and braces in concrete footings a minimum of 24 7 inches and crowned at the top to shed water. 8 Q. Thoroughly tamp backfill in 4 inch layers. 9 R. Notch timber posts. 10 3.5 REPAIR/RESTORATION [NOT USED] 11 3.6 RE-INSTALLATION [NOT USED] 12 3.7 FIELD QUALITY CONTROL [NOT USED] 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 21 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 22 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 32 31 29 - 1 WOOD FENCE AND GATES Page 1 of 5 1 SECTION 32 3129 2 WOOD FENCE AND GATES 3 PART 1 - 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 trench 10 and/or within utility easement) and is directly disturbed by construction 11 activities, fencing will be paid for as listed in Article 1.2 below. 12 b. When existing fence is crossing the proposed utility trench, the work performed 13 and materials furnished in accordance with fence replacement will be 14 considered subsidiary to the trench and no other compensation will be allowed. 15 c. When existing fence is outside of the limits of the project Site or is identified as 16 protected on the Drawings and is disturbed and/or by construction activities, 17 replacement will be at the expense of the Contractor and no other 18 compensation will be allowed. 19 B. Deviations from this City of Fort Worth Standard Specification 20 For Miscellaneous Water and Sewer Contracts, fence repair/replacements shall be 21 subsidiary to the price bid per linear foot of pipe. No additional compensation will be 22 allowed. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 25 2. Division 1 - General Requirements 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Measurement 29 a. Measurement for this Item shall be by the linear foot of Wood Fence installed, 30 including gates. 31 2. Payment 32 a. The work performed and materials furnished in accordance with this Item and 33 measured as provided under"Measurement"will be paid for at the unit price 34 bid per linear foot of Wood Fence installed for by height. 35 3. The price bid shall include: 36 a. Furnishing all materials for fence and gates 37 b. All preparation, erection and installation of materials 38 1.3 REFERENCES 39 A. Reference Standards 40 1. Reference standards cited in this specification refer to the current reference 41 standard published at the time of the latest revision date logged at the end of this 42 specification, unless a date is specifically cited. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 323129 - 2 WOOD FENCE AND GATES Page 2 of 5 1 2. American Society for Testing and Materials (ASTM): 2 a. A 123, Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron 3 and Steel Products 4 b. A 500, Standard Specification for Cold-Formed Welded and Seamless Carbon 5 Steel Structural Tubing in Rounds and Shapes 6 c. F 1043, Standard Specification for Strength and Protective Coatings on Steel 7 Industrial Chain Link Fence Framework 8 d. F 1083, Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated 9 (Galvanized) Welded, for Fence Structures 10 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 11 1.5 SUBMITTALS 12 A. Shop drawings: Layout of fences and gates with dimensions, details, and finishes of 13 components, accessories and post foundations 14 B. Product data: Manufacturer's catalog cuts indicating material compliance and specified 15 options 16 C. Building Permit: All fences over 6 feet 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS 25 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 26 2.2 MATERIALS 27 A. General 28 1. Gate hinges and post caps shall be of steel, malleable iron, ductile iron or equal. 29 2. Post tops may be of aluminum. 30 B. Slats: Redwood or cedar free from all major decay or defects which would weaken or 31 otherwise cause them to be unsuitable for fence slats. 32 C. Bottom and Top Rail: Minimum 2-inch x 4-inch x 8-foot cedar stud or match existing. 33 D. Corner, Gate, End, or Line Posts 34 1. Wood Posts 35 a. Minimum size: 4-inch x 4-inch cedar wood post or match existing 36 b. Free from all decay, splits, multiple cracks, or any other defect which would 37 weaken the posts or otherwise cause them to be structurally unsuitable for the 38 purpose intended 39 2. Steel Posts CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 323129 - 3 WOOD FENCE AND GATES Page 3of5 1 a. Steel pipe -Type I 2 1) ASTM F 1083 f ' 3 2) Standard weight schedule 40 4 3) Minimum yield strength: 30,000 psi 5 4) Sizes as indicated on Drawings 6 5) Hot-dipped galvanized with minimum average 1.8 oz/ft2 of coated surface 7 area. 8 b. Steel pipe -Type II 9 1) ASTM F 1043, Group IC 10 2) Minimum yield strength: 50,000 psi 11 3) Sizes as indicated on Drawings 12 4) Protective coating per ASTM F 1043 13 5) External coating Type B 14 a) Zinc with organic overcoat 15 b) 0.9 oz/ft2 minimum zinc coating with chromate conversion coating and 16 verifiable polymer film 17 6) Internal coating Type B 18 a) Minimum 0.9 oz/ft2 zinc or Type D, zinc pigmented, 81 percent 19 nominal coating, minimum 3 mils 20 c. Formed steel ("C'� sections 21 1) Roll formed steel shapes complying with ASTM F 1043, Group II 22 2) Minimum yield strength: 45,000 psi (310 MPa) 23 3) Sizes as indicated on Drawings 24 4) External coating per ASTM F 1043, Type A 25 a) Minimum average 2.0 oz/ft2 of zinc per ASTM A 123 26 d. Steel square sections 27 1) ASTM A 500, Grade B 28 2) Minimum yield strength: 40,000 psi 29 3) Sizes as indicated 30 4) Hot-dipped galvanized with minimum 1.8 oz/ft2 of coated surface area 31 3. Accessories 32 a. Post caps 33 1) Formed steel or cast malleable iron weather tight closure cap for tubular 34 posts. 35 2) Provide one cap for each post. 36 3) Cap to have provision for barbed wire when necessary. 37 4) "C"shaped line post without top rail or barbed wire supporting arms do 38 not require post caps. 39 5) Where top rail is used, provide tops to permit passage of top rail. 40 4. Setting Materials 41 a. Concrete _ 42 1) Minimum 28 day compressive strength of 3,000 psi 43 2) Bagged concrete allowed. 44 2.3 ACCESSORIES [NOT USED] 45 2.4 SOURCE QUALITY CONTROL [NOT USED] 46 PART 3 - EXECUTION 47 3.1 INSTALLERS [NOT USED] CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 323129 - 4 WOOD FENCE AND GATES Page 4 of 5 1 3.2 EXAMINATION 2 A. Verification of Conditions 3 1. Verify areas to receive fencing are completed to final grades and elevations. 4 2. Ensure property lines and legal boundaries of work are clearly established. 5 3.3 PREPARATION [NOT USED] 6 3.4 INSTALLATION 7 A. Wood Fence Framing 8 1. Steel Posts are required for all required screening fences. 9 2. Locate terminal post at each fence termination and change in horizontal or vertical 10 direction of 30 degrees or more. 11 3. Space line posts uniformly at 10 feet on center. 12 4. Set all posts in concrete. 13 a. Drill holes in firm, undisturbed or compacted soil. 14 b. Drill hole diameter 4 times greater than outside dimension of post(minimum 15 12 inches). 16 c. Set post bottom 24 inches below surface when in firm, undisturbed soil. 17 d. Excavate deeper as required for adequate support in soft and loose soils, and 18 for posts with heavy lateral loads. 19 e. Place concrete around posts in a continuous pour. 20 f. Trowel finish around post. Slope to direct water away from posts. 21 5. Check each post for vertical and top alignment, and maintain in position during 22 placement and finishing operations. 23 B. Slats 24 1. Place slats approximately 1 inch above the ground, and on a straight grade 25 between posts by excavating high points of the ground. 26 2. Fasten slats to top and bottom railings with 2 galvanized screws designed for wood 27 fence construction at both the top and bottom rail. 28 3.5 REPAIR/RESTORATION [NOT USED] 29 3.6 RE-INSTALLATION [NOT USED] 30 3.7 FIELD QUALITY CONTROL [NOT USED] 31 3.8 SYSTEM STARTUP [NOT USED] 32 3.9 ADJUSTING [NOT USED] 33 3.10 CLEANING [NOT USED] 34 3.11 CLOSEOUT ACTIVITIES [NOT USED] 35 3.12 PROTECTION [NOT USED] 36 3.13 MAINTENANCE [NOT USED] 37 3.14 ATTACHMENTS [NOT USED] 38 END OF SECTION 39 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 - � 323129 ' 5 v WOOD FENCE AND GATES Page 5of5 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.1.A. modified to describe when City would pay for fence ^ ^ 0 / � | CITY OFFORT WORTH MVVR2016 � STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 10O435 3305 14 - 1 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 1 of 7 1 SECTION 33 05 14 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test 7 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 (Maximum 3 12 vertical feet) by removing the existing cone section and installing a new cone section to 13 proposed elevation. This is only applicable to concrete manholes. 14 5. Valve Box 15 b. Payment- For Misc. Contracts, valve box adjustment are incidental to the valve 16 installation cost. 17 C. Related Specification Sections include, but are not necessarily limited to: 18 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 19 2. Division 1 —General Requirements 20 3. Section 3201 17 — Permanent Asphalt paving Repair 21 4. Section 3201 29 — Concrete Paving Repair 22 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 23 6. Section 33 05 13 — Frame, Cover and Grade Rings 24 7. Section 33 39 10 — Cast-in-Place Concrete Manholes 25 8. Section 33 39 20 — Precast Concrete Manholes 26 9. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 27 10. Section 33 12 21 —AWWA Rubber-Seated Butterfly Valve 28 11. Section 33 04 it — Corrosion Control Test Station 29 12. Section 33 04 12 — Magnesium Anode Cathodic Protection System 30 1.2 PRICE AND PAYMENT PROCEDURES 31 A. Measurement and Payment 32 1. Manhole — Minor Adjustment 33 a. Measurement 34 1) Measurement for this Item shall be per each adjustment using only grade 35 rings or other minor adjustment devices to raise or lower a manhole to a 36 grade as specified on the Drawings. 37 b. Payment 38 1) The work performed and the materials furnished in accordance with this 39 Item will be paid for at the unit price bid per each "Manhole Adjustment, 40 Minor"completed. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 330514 - 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 7 1 c. The price bid shall include: 2 1) Pavement removal 3 2) Excavation 4 3) Hauling 5 4) Disposal of excess material 6 5) Grade rings or other adjustment device 7 6) Reuse of the existing manhole frame and cover 8 7) Furnishing, placing and compaction of embedment and backfill 9 8) Concrete base material 10 9) Permanent asphalt patch or concrete paving repair, as required 11 10) Clean-up 12 2. Manhole - Major Adjustment 13 a. Measurement 14 1) Measurement for this Item shall be per each adjustment requiring 15 structural modifications to raise or lower a manhole to a grade as specified 16 on the Drawings. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item will be paid for at the unit price bid per each"Manhole Adjustment, 20 Major"completed. 21 c. The price bid shall include: 22 1) Pavement removal 23 2) Excavation 24 3) Hauling 25 4) Disposal of excess material 26 5) Structural modifications, grade rings or other adjustment device 27 6) Reuse of the existing manhole frame and cover 28 7) Furnishing, placing and compaction of embedment and backfill 29 8) Concrete base material 30 9) Permanent asphalt patch or concrete paving repair, as required 31 10) Clean-up 32 3. Manhole - Major Adjustment with Frame and Cover 33 a. Measurement 34 1) Measurement for this Item shall be per each adjustment requiring 35 structural modifications to raise or lower a manhole to a grade specified on 36 the Drawings or structural modifications for a manhole requiring a new 37 frame and cover, often for changes to cover diameter. 38 b. Payment 39 1) The work performed and the materials furnished in accordance with this 40 Item will be paid for at the unit price bid per each"Manhole Adjustment, 41 Major w/ Cover"completed. 42 c. The price bid shall include: 43 1) Pavement removal 44 2) Excavation 45 3) Hauling 46 4) Disposal of excess material 47 5) Structural modifications, grade rings or other adjustment device 48 6) Frame and cover 49 7) Furnishing, placing and compaction of embedment and backfill 50 8) Concrete base material CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 330514 - 3 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 of 7 1 9) Permanent asphalt patch or concrete paving repair, as required 2 10) Clean-up 3 4. Inlet 4 a. Measurement 5 1) Measurement for this Item shall be per each adjustment requiring 6 structural modifications to inlet to a grade specified on the Drawings. 7 b. Payment 8 1) The work performed and the materials furnished in accordance with this 9 Item will be paid for at the unit price bid per each `Inlet Adjustment" 10 completed. i l c. The price bid shall include: 12 1) Pavement removal 13 2) Excavation 14 3) Hauling 15 4) Disposal of excess material 16 5) Structural modifications 17 6) Furnishing, placing and compaction of embedment and backfill 18 7) Concrete base material, as required 19 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 20 required 21 9) Clean-up 22 5. Valve Box 23 a. Measurement 24 1) Measurement for this Item shall be per each adjustment to a grade 25 specified on the Drawings. 26 b. Payment 27 1) The work performed and the materials furnished in accordance with this 28 Item will be paid for at the unit price bid per each"Valve Box Adjustment" 29 completed. 30 c. The price bid shall include: 31 1) Pavement removal 32 2) Excavation 33 3) Hauling 34 4) Disposal of excess material 35 5) Adjustment device 36 6) Furnishing, placing and compaction of embedment and backfill 37 7) Concrete base material, as required 38 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 39 required 40 9) Clean-up 41 6. Cathodic Protection Test Station 42 a. Measurement 43 1) Measurement for this Item shall be per each adjustment to a grade 44 specified on the Drawings. 45 b. Payment 46 1) The work performed and the materials furnished in accordance with this 47 Item will be paid for at the unit price bid per each"Cathodic Protection 48 Test Station Adjustment"completed. 49 c. The price bid shall include: 50 1) Pavement removal CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 330514 - 4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 7 1 2) Excavation 2 3) Hauling 3 4) Disposal of excess material 4 5) Adjustment device 5 6) Furnishing, placing and compaction of embedment and backfill 6 7) Concrete base material, as required 7 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 8 required 9 9) Clean-up 10 7. Fire Hydrant 11 a. Measurement 12 1) Measurement for this Item shall be per each adjustment requiring stem 13 extensions to meet a grade specified by the Drawings. 14 b. Payment 15 1) The work performed and the materials furnished in accordance with this 16 Item will be paid for at the unit price bid per each"Fire Hydrant Stem 17 Extension"completed. 18 c. The price bid shall include: 19 1) Pavement removal 20 2) Excavation 21 3) Hauling 22 4) Disposal of excess material 23 5) Adjustment materials 24 6) Furnishing, placing and compaction of embedment and backfill 25 7) Concrete base material, as required 26 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 27 required 28 9) Clean-up 29 8. Miscellaneous Structure 30 a. Measurement 31 1) Measurement for this Item shall be per each adjustment requiring 32 structural modifications to said structure to a grade specified on the 33 Drawings. 34 b. Payment 35 1) The work performed and the materials furnished in accordance with this 36 Item will be paid for at the unit price bid per each "Miscellaneous Structure 37 Adjustment"completed. 38 c. The price bid shall include: 39 1) Pavement removal 40 2) Excavation 41 3) Hauling 42 4) Disposal of excess material 43 5) Structural modifications 44 6) Furnishing, placing and compaction of embedment and backfill 45 7) Concrete base material 46 8) Permanent asphalt patch or concrete paving repair, as required 47 9) Clean-up 48 1.3 REFERENCES 49 A. Definitions CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 330514 - 5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 7 1 1. Minor Adjustment 2 a. Refers to a small elevation change performed on an existing manhole where 3 the existing frame and cover are reused. 4 2. Major Adjustment 5 a. Refers to a significant elevation change performed on an existing manhole 6 which requires structural modification or when a 24-inch ring is changed to a 7 30-inch ring. 8 B. Reference Standards 9 1. Reference standards cited in this Specification refer to the current reference 10 standard published at the time of the latest revision date logged at the end of this 11 Specification, unless a date is specifically cited. 12 2. Texas Commission on Environmental Quality (TCEQ): 13 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 — Manholes and 14 Related Structures. 15 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS 25 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 26 2.2 MATERIALS 27 A. Cast-in-Place Concrete 28 1. See Section 03 30 00. 29 B. Modifications to Existing Concrete Structures 30 1. See Section 03 80 00. 31 C. Grade Rings 32 1. See Section 33 05 13. 33 D. Frame and Cover 34 1. See Section 33 05 13. 35 E. Backfill material 36 1. See Section 33 05 10. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 330514 - 6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of 7 1 F. Water valve box extension 2 1. See Section 33 12 20. 3 G. Corrosion Protection Test Station 4 1. See Section 33 04 11. 5 H. Cast-in-Place Concrete Manholes 6 1. See Section 33 39 10. 7 I. Precast Concrete Manholes 8 1. See Section 33 39 20. 9 2.3 ACCESSORIES [NOT USED] 10 2.4 SOURCE QUALITY CONTROL [NOT USED] 11 PART 3 - EXECUTION 12 3.1 INSTALLERS [NOT USED] 13 3.2 EXAMINATION 14 A. Verification of Conditions 15 1. Examine existing structure to be adjusted, for damage or defects that may affect 16 grade adjustment. 17 a. Report issue to City for consideration before beginning adjustment. 18 3.3 PREPARATION 19 A. Grade Verification 20 1. On major adjustments confirm any grade change noted on Drawings is consistent 21 with field measurements. 22 a. If not, coordinate with City to verify final grade before beginning adjustment. 23 3.4 ADJUSTMENT 24 A. Manholes, Inlets, and Miscellaneous Structures 25 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 26 30-inch frame and cover assembly per TCEQ requirement. 27 2. On manhole major adjustments, inlets and miscellaneous structures protect the 28 bottom using wood forms shaped to fit so that no debris blocks the invert or the 29 inlet or outlet piping in during adjustments. 30 a. Do not use any more than a 2-piece bottom. 31 3. Do not extend chimney portion of the manhole beyond 24 inches. 32 4. Use the least number of grade rings necessary to meet required grade. 33 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch 34 rings. 35 B. Valve Boxes 36 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 37 the Drawings. 38 C. Backfill and Grading CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 330514 - 7 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 7 of 7 1 1. Backfill area of excavation surrounding each adjustment in accordance to Section 2 3305 10. 3 D. Pavement Repair 4 1. If required pavement repair is to be performed in accordance with Section 32 01 17 5 or Section 32 0129. 6 3.5 REPAIR/ RESTORATION [NOT USED] 7 3.6 RE-INSTALLATION [NOT USED] 8 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 9 3.8 SYSTEM STARTUP [NOT USED] 10 3.9 ADJUSTING [NOT USED] I 1 3.10 CLEANING [NOT USED] 12 3.11 CLOSEOUT ACTIVITIES [NOT USED] ;;- 13 3.12 PROTECTION [NOT USED] 14 3.13 MAINTENANCE [NOT USED] 15 3.14 ATTACHMENTS [NOT USED] 16 END OF SECTION 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 12/20/2012 D. Johnson requiring a new frame and 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 17 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 33 12 10 - 1 WATER SERVICES 1-INCH TO 2-INCH Page 1 of 17 1 SECTION 33 12 10 2 WATER SERVICES 1-INCH TO 2-INCH 3 PART 1 - 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 right-of- 7 way, fittings and water meter boxes complete in place, as shown on the Drawings, 8 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 shown 15 on the plans, and/or as described in these Special Contract Documents in addition to 16 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 shall be 24 included in the price bid for furnish and set meter box. 25 Payment for all work and materials such as backfill, fittings, type K copper tubing, and 26 curb stop with lock wings shall be included in the Linear Foot price bid for Service Line 27 from Main to Meter five (5) feet behind the meter. 28 MULTIPLE SERVICE BRANCHES: When multiple service branches are required the 29 contractor shall furnish approved factory manufactured branches. 30 Payment for multiple service branches will include furnishing and installing the multiple 31 service branch only and all other cost will be included in other appropriate bid item(s). 32 33 3. Water Meter Service Reconnect 34 b.) Payment 35 1. No additional compensation will be given in Miscellaneous Contracts for water 36 service reconnections. 37 C. Products Installed but not Furnished Under this Section 38 1. Water meters for various sizes 39 40 D. Related Specification Sections include, but are not necessarily limited to: 41 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 33 1210 - 2 WATER SERVICES 1-INCH TO 2-INCH Page 2 of 17 1 2. Division 1 —General Requirements 2 3. Section 33 04 40—Cleaning and Acceptance Testing of Water Mains 3 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 4 S. Section 33 12 25 —Connection to Existing Water Mains 5 1.2 PRICE AND PAYMENT PROCEDURES 6 A. Measurement and Payment 7 1. New Water Service 8 a. Measurement 9 1) Measurement for this Item shall be per each new"Water Service"complete 10 in place from the tap of the main to the installation of the meter box and 11 associated appurtenances where the service line is installed by open cut 12 construction. 13 b. Payment 14 1) The work performed and materials furnished in accordance with this Item 15 and measured as provided under"Measurement"will be paid for at the unit 16 price bid per each "Water Service"installed for: 17 a) Various sizes 18 c. The price bid shall include: 19 1) Furnishing and installing New Service Line as specified by the Drawings 20 2) Submitting product data 21 3) Tapping saddle 22 4) Corporation stop 23 5) Curb stop 24 6) Fittings 25 7) Service line installed by open cut 26 8) Connection to meter 27 9) Meter Box and Lid 28 10) Pavement removal 29 11) Excavation 30 12) Hauling 31 13) Disposal of excess material 32 14) Surface Restoration associated with Meter Box installation and connection, 33 excluding grass (seeding, sodding or hydro-mulch paid separately) 34 15) Clean-up 35 16) Disinfection 36 17) Testing 37 2. New Bored Water Service 38 a. Measurement 39 1) Measurement for this Item shall be per each new Water Service complete 40 in place from the tap of the main to the installation of the meter box and 41 associated appurtenances where the service line is installed by trenchless 42 method. 43 b. Payment 44 1) The work performed and materials furnished in accordance with this Item 45 and measured as provided under"Measurement"will be paid for at the unit 46 price bid per each"Bored Water Service" installed for: 47 a) Various sizes 48 c. The price bid shall include: CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 331210 - 3 WATER SERVICES 1-INCH TO 2-INCH Page 3 of 17 1 1) Submitting product data 2 2) Tapping saddle 3 3) Corporation stop 4 4) Curb stop 5 5) Fittings 6 6) Service line installed by trenchless method 7 7) Connection to meter 8 8) Meter Box and Lid 9 9) Pavement removal 10 10) Excavation 11 11) Hauling 12 12) Disposal of excess material 13 13) Surface restoration associated with Meter Box installation and connection, 14 excluding grass (seeding, sodding or hydro-mulch paid separately) 15 14) Clean-up 16 15) Disinfection 17 16)Testing 18 3. Water Meter Service Reconnect 19 a. Measurement 20 1) Measurement for this Item shall be per each Water Meter Service 21 Reconnect complete in place from public service line connection to private 22 service line connection. 23 b. Payment 24 1) The work performed in conjunction with relocation of the meter, associated 25 private service line, fittings and meter box 5 feet or less in any direction 26 from centerline of existing meter location and the materials furnished in 27 accordance with this Item will be paid for at the unit price bid per each 28 "Water Meter Service, Reconnection"installed for: 29 a) Various size of services 30 c. The price bid shall include: 31 1) Private service line 32 2) Fittings 33 3) Private connection to water meter 34 4) Connection to existing private service line 35 5) Cut and crimp of existing service 36 6) Removal and Disposal or Salvage of existing 2-inch or smaller water meter, 37 as directed by City 38 7) Pavement removal 39 8) Excavation 40 9) Hauling 41 10) Disposal of excess material 42 11) Surface restoration for area disturbed for installation of meter box, 43 excluding grass (seeding, sodding or hydro-mulch paid separately) 44 12) Clean-up 45 13) Cleaning 46 14) Disinfection 47 15)Testing 48 4. Private Water Service Relocation 49 a. Measurement CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 331210 - 4 WATER SERVICES 1-INCH TO 2-INCH Page 4 of 17 1 1) Measurement for this Item shall be per linear foot of Private Service 2 relocation complete in place from the meter box to a connection to the 3 existing service line on private property. 4 b. Payment 5 1) The work performed in conjunction with Private Service Line installation 6 where the meter and meter boxes are moved more than 5 feet in any 7 direction from centerline of existing meter location and materials furnished 8 in accordance with the Item and measured as provided under 9 "Measurement"will be paid for at the unit price bid per linear foot of 10 "Private Water Service" performed for: 11 a) Various service sizes 12 c. The price bid shall include: 13 1) Obtaining appropriate permit 14 2) Obtaining Right of Entry 15 3) Submitting product data 16 4) Private service line 17 5) Fittings 18 6) Backflow preventer, check valve, and isolation valve relocation, if applicable 19 7) Connection to existing private service line 20 8) Pavement removal and replacement 21 9) Excavation 22 10) Hauling 23 11) Disposal of excess material 24 12) Surface restoration, excluding grass (seeding, sodding or hydro-mulch paid 25 separately) 26 13) Clean-up 27 14) Cleaning 28 15) Disinfection 29 16)Testing 30 1.3 REFERENCES 31 A. Definitions 32 1. New Service 33 a. Installation of new 1-inch to 2-inch Water Service Line by open cut construction 34 from the water main to the right-of-way, including corporation stop, curb stop, 35 fittings and water meter boxes complete in place, as shown on the Drawings. 36 2. New Service (Bored) 37 a. Installation of new 1-inch to 2-inch Water Service Line by trenchless 38 construction method from the water main to the right-of-way, including 39 corporation stop, curb stop, fittings and water meter boxes complete in place, 40 as shown on the Drawings. 41 3. Meter Service Reconnection 42 a. Relocation and reconnection of the private service line from an existing meter 43 to be abandoned and a new meter installed that lies within 5 feet of the 44 existing meter. 45 4. Private Service Relocation 46 a. Relocation and reconnection of private service line behind the water meter 47 where the existing meter to be abandoned and the new meter installed is 48 greater than 5 feet of the existing meter. A licensed plumber is required to 49 relocate the private service. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 331210 - 5 WATER SERVICES 1-INCH TO 2-INCH Page 5 of 17 1 5. Lead-free 2 a. Lead-free pipes and plumbing fittings and fixtures shall contain less than 0.25 3 percent lead in accordance with the reduction of Lead in Drinking Water Act 4 (P.L. 111-380). 5 B. Reference Standards 6 1. Reference standards cited in this Specification refer to the current reference 7 standard published at the time of the latest revision date logged at the end of this 8 Specification, unless a date is specifically cited. 9 2. ASTM International (ASTM): 10 a. A48, Standard Specification for Gray Iron Castings. I 1 b. A536, Standard Specification for Ductile Iron Castings. - 12 c. B88, Standard Specification for Seamless Copper Water Tube. 13 d. B98, Standard Specification for Copper-Silicon Alloy Rod, Bar and Shapes. 14 e. C131, Standard Specification for Resistance to Degradation of Small-Size 15 Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. 16 f. C150, Standard Specification for Portland Cement. 17 g. C330, Standard Specification for Lightweight Aggregates for Structural 18 Concrete. 19 h. D883, Standard Terminology Relating to Plastics. 20 3. American Water Works Association (AWWA): 21 a. C700, Cold-Water Meters - Displacement Type, Bronze Main Case. 22 b. C800, Underground Service Line Valves and Fittings. 23 4. NSF International (NSF): 24 a. 61, Drinking Water System Components - Health Effects. 25 5. Reduction of Lead in Drinking Water Act 26 a. Public Law 111-380 (P.L. 111-380) 27 1.4 ADMINISTRATIVE REQUIREMENTS 28 A. Scheduling 29 1. Provide advance notice for service interruptions and meet requirements of Division 30 0 and Division 1. 31 1.5 SUBMITTALS 32 A. 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, if applicable: 36 1. Tapping Saddle 37 2. Corporation stop 38 3. Curb Stop 39 4. Service Line 40 5. Meter Box 41 6. Meter Box Lid 42 B. Certificates and Test Reports CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 33 12 10 - 6 WATER SERVICES 1-INCH TO 2-INCH Page 6 of 17 1 1. Prior to shipment of any Water Service components, the manufacturer shall submit 2 the following: 3 a. A Certificate of Adequacy of Design stating that the components to be 4 furnished comply with all regulatory requirements identified in this Section 5 including: 6 1) The Reduction of Lead in Drinking Water Act (P.L. 111-380) 7 2) AWWA C800 8 3) NSF 61 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. Qualifications 13 1. Manufacturers 14 a. Water Services shall meet or exceed the latest revisions of AWWA C800, NSF 15 61, the Reduction of Lead in Drinking Water Act and shall meet or exceed the 16 requirements of this Specification. 17 1.10 DELIVERY, STORAGE, AND HANDLING 18 A. Storage and Handling Requirements 19 1. Protect all parts such that no damage or deterioration will occur during a prolonged 20 delay from the time of shipment until installation is completed and the units and 21 equipment are ready for operation. 22 2. Protect all equipment and parts against any damage during a prolonged period at 23 the site. 24 3. Prevent plastic and similar brittle items from being directly exposed to sunlight or 25 extremes in temperature. 26 4. Secure and maintain a location to store the material in accordance with Section 01 27 6600. 28 1.11 FIELD [SITE] CONDITIONS [NOT USED] 29 1.12 WARRANTY [NOT USED] 30 PART 2 - PRODUCTS 31 2.1 OWNER-FURNISHED PRODUCTS 32 A. Water meters for various sizes 33 2.2 EQUIPMENT, PRODUCT TYPES,AND MATERIALS 34 A. Manufacturers 35 1. Only the manufacturers as listed on the City's Standard Products List will be 36 considered as shown in Section 0160 00. 37 a. The manufacturer must comply with this Specification and related Sections. 38 2. Any product that is not listed on the Standard Products List is considered a 39 substitution and shall be submitted in accordance with Section 0125 00. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 33 12 10 - 7 WATER SERVICES 1-INCH TO 2-INCH Page 7 of 17 1 3. The Water Services and appurtenances shall be new and the product of a 2 manufacturer regularly engaged in the manufacturing of Water Services and 3 appurtenances having similar service and size. 4 B. Description 5 1. Regulatory Requirements 6 a. All materials shall conform to the Reduction of Lead in Drinking Water 7 Act(P.L. 111-380). This Act defines"Lead-free"for pipes and other 8 appurtenances to be less than 0.25 percent lead. 9 b. Water Services shall meet or exceed the latest revisions of AWWA C800 and 10 shall meet or exceed the requirements of this Specification. 11 c. All Water Services components in contact with potable water shall conform to 12 the requirements of NSF 61. 13 C. Materials/Design Criteria 14 1. Service Lines 15 a. Provide Type K Copper Tubing per ASTM B88. 16 b. Furnish in the annealed conditions, unless otherwise specified in the Contract 17 Documents. - 18 2. Service Couplings 19 a. Fitting Ends 20 1) Flared Copper Tubing with thread dimensions per AWWA C800 21 2) Provide coupling nuts with a machined bearing skirt of a length equal to 22 the tubing outer diameter(O.D.). 23 b. Provide with hexagonal wrench grip compatible with the coupling size. 24 c. Provide lead-free service couplings in accordance with the Reduction of Lead in 25 Drinking Water Act. 26 3. Corporation stops 27 a. Provide brass castings per AWWA C800 for: 28 1) Bodies 29 2) Plugs 30 3) D washers 31 4) Bottom nuts 32 b. Machining and Finishing of Surfaces 33 1) Provide 1 3/4 inch per foot or 0.1458 inch per inch f 0.007 inch per inch 34 taper of the seating surfaces for the key and body. 35 2) Reduce large end of the tapered surface of the key in diameter by chamfer 36 or turning for a distance that will bring the largest end of the seating 37 surface of the key into the largest diameter of the seating surface of the 38 body. 39 3) Relieve taper seat in the body on the small end. 40 4) Extend small end of the key there-through to prevent the wearing of a 41 shoulder and facilitate proper seating of key. 42 5) Design key, key nut and washer such that if the key nut is tightened to 43 failure point, the stem end of the key shall not fracture. 44 6) Design nut and stem to withstand a turning force on the nut of at least 3 45 times the necessary effort to properly seat the key without failure in any 46 manner. 47 7) Port through corporation stop shall be full size to eliminate turbulence in 48 the flow way. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 33 12 10 - 8 WATER SERVICES 1-INCH TO 2-INCH Page 8 of 17 1 8) Design stop for rotation about the axis of the flow passageway inside the 2 following minimum circles in order to properly clear the tapping machine: 3 a) Two 7/8-inch for 1-inch corporation stops 4 b) Four 15/16-inch for 1 1/2 -inch and 2-inch corporation stops 5 c. Provide lead-free corporation stops in accordance with the Reduction of Lead in 6 Drinking Water Act. 7 4. Curb Stops 8 a. Provide brass castings per AWWA C800. 9 b. Valve plugs shall be: 10 1) Cylinder type 11 2) Plug type, or 12 3) Ball type 13 c. Incorporate full flow porting. 14 d. Provide for full 360 degree plug rotation clockwise or counter-clockwise. 15 e. Overall Length 16 1) 3-5/16 inch± 1/8 inch for 1-inch diameter 17 2) 4-1/32 inch± 9.32 for 1-inch diameter 18 f. Cylindrical Plug Type 19 1) Provide O-ring seal at top and bottom. 20 a) 0-ring at top only is acceptable if bottom of curb stop body is closed. 21 2) Seals shall be Buna N. 22 3) 1 O-ring seal shall surround the outlet port of the curb stop and act to 23 effectively seal in the closed position. 24 4) The port in the plug shall provide a straight through, full size flow way, so 25 shaped as to eliminate turbulence. 26 5) All waterways shall be smooth and free of burrs or rough areas. 27 6) Design the curb stop to provide ease and accuracy of operation and 28 positive shut-off of water. 29 g. Tapered Plug Type 30 1) Provide 0-ring seal at top and bottom. 31 2) The tapered plug and cylindrical recess in the valve body shall be machined 32 to match within approved manufacturing tolerances. 33 3) Inlet and outlet ports shall be sealed by O-rings or combination Teflon U- 34 shaped seal rings backed with 0-rings. 35 4) The port in the plug shall provide a straight through, full size flow way, so 36 shaped as to eliminate turbulence. 37 5) All waterways shall be smooth and free of burrs or rough areas. 38 6) Design the curb stop to provide ease and accuracy of operation and 39 positive shut-off of water. 40 h. Ball Plug Type 41 1) Provide double O-ring seals on the stem. 42 2) The ball shall seal against rubber rings mounted in the valve body at the 43 inlet and outlet ports. 44 3) The ball shall be bronze with a smooth Teflon coating. 45 4) The port in the plug shall provide a straight through, full size flow way, so 46 shaped as to eliminate turbulence. 47 5) All waterways shall be smooth and free of burrs or rough areas. 48 i. Provide lead-free curb stops in accordance with the Reduction of Lead in 49 Drinking Water Act. 50 5. Straight Adapters CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 331210 - 9 WATER SERVICES 1-INCH TO 2-INCH Page 9 of 17 I a. Brass castings and threads per AWWA C800 2 b. Provide lead-free straight adapters in accordance with the Reduction of Lead in 3 Drinking Water Act. 4 6. Three Part Copper Unions 5 a. Brass castings and threads per AWWA C800 6 b. Provide lead-free Three Part Copper Unions in accordance with the Reduction 7 of Lead in Drinking Water Act. 8 7. Straight Meter Couplings 9 a. Brass castings per AWWA C800 10 b. Threads per AWWA C700 11 c. Tailpiece with outside iron pipe thread 12 d. Chamfer corners on threaded end of meter nut. 13 e. Machine inside and outside of tailpiece. 14 f. Provide lead-free Straight Meter Couplings in accordance with the Reduction of 15 Lead in Drinking Water Act. 16 8. Branch Connections 17 a. Brass castings per AWWA C800 18 b. Inlet and outlet connections per AWWA C800 19 c. Provide lead-free branch connections in accordance with the Reduction of Lead 20 in Drinking Water Act. 21 9. Service Saddles 22 a. Castings 23 1) Brass or Nylon coated ductile iron castings per AWWA C800 24 2) Free of porosity with sharp edges removed 25 3) Fit contour of pipe as follows: 26 Minimum Outside Maximum Outside Nominal Pipe Size Diameter of Pipe Diameter of Pipe inches inches 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 27 28 4) Saddle 29 a) Form to fit firmly against side of maximum diameter of water main with 30 approximately 180 degrees wrap around. 31 5) Outlet 32 a) Design outlet boss for no thread distortion by bending moments. 33 b) Tapped for taper threaded corporation stop conforming to AWWA 34 C800. 35 b. Straps 36 1) Conform to ASTM B98. 37 2) Form flat to fit uniformly against the wall of the water main. 38 3) Rod diameter not less than 5/8 inch flattened to 1 inch on one side. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 33 12 10 - 10 WATER SERVICES 1-INCH TO 2-INCH Page 10 of 17 1 4) Straps shall be threaded 5/8 inch (11-NC-2A) for a distance such that 1/2 2 inch remains after clamp is fully tightened on the pipe. 3 5) Chamfer strap ends to protect the starting threads. 4 6) The threads shall be full and free from shear. 5 7) 4-inch and larger pipe shall be in accordance with Section 33 12 25. 6 8) Single straps are allowed for Saddles for pipe 2-inches in diameter and 7 smaller. 8 c. N uts 9 1) Bronze material 10 a) Same material as straps 11 2) Dimensions equal to or larger than heavy hexagon nuts 12 3) Tapped 5/8 inch (11-NC-2B) 13 d. Gaskets 14 1) Neoprene rubber material 15 2) Cemented to saddle and positioned to facilitate installation 16 10. Brass Flanged Angle Valve 17 a. For 1 1/2-inch and 2-inch services 18 b. Brass castings per AWWA C800 19 c. Valve Body with integral outlet flange and inlet wrenching flat 20 d. Fit together key and body by turning key and reaming body 21 1) Key with O-ring seal seat at the upper end 22 2) Lap key and body seat are to conform to corporation stop requirements of 23 this Specification. 24 3) The outlet flange shall contain an 0-ring seat or a uniform flat drop-in 25 flange gasket surface. 26 4) Drop-in flange gasket surface shall contain gasket retaining grooves milled 27 circular about the axis of the flange. 28 5) The size of the outlet flange and the diameter and spacing of the bolt holes 29 shall conform to AWWA C700. 30 6) The flange on 2-inch angle valves shall be double drilled to permit 31 connection to 1 1/2 -inch meters. 32 7) The inlet port of the valve shall be tapered to conform to AWWA C800 33 taper pipe thread. 34 8) The key cap shall include a wrenching tee marked with a raised or recessed 35 arrow to show whether the valve is open or closed. 36 9) Valve Assembly (main body, key, key cap) 37 a) Brass material per AWWA C800 38 b) O-ring seal on the top of the key between the key and body seat 39 c) Key cap shall complete the assembly by attaching to the key by means 40 of a strong bronze pin with phosphor bronze spring washer(s) 41 depressed between the key cap and the top of the valve main body. 42 d) Provide with padlock wings for locking the valve in the closed position. 43 e) There shall be a uniform application of cold water valve grease 44 between the body and the key. 45 f) The valve shall be capable of being easily opened and stopping lugs. 46 g) The waterway through the valve shall be smooth and rounded for 47 minimum pressure loss, and shall be free of burrs or fins. 48 h) The valve shall be strong, well designed, neat in appearance, water- 49 tight and entirely adequate for the intended purpose. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 33 12 10 - 11 WATER SERVICES 1-INCH TO 2-INCH Page 11 of 17 1 i) Provide with either a high quality rubber drop-in gasket or an 0-ring 2 seal depending on the manufacturer's flange seal surface design 3 choice. 4 e. Provide lead-free brass flanged angle valves in accordance with the Reduction 5 of Lead in Drinking Water Act. 6 11. Meter Boxes shall: 7 a. Be constructed of: 8 1) Linear Medium Density Polyethylene (LMDPE) as defined in ASTM D883. 9 a) Minimum wall thickness of 3/8-inch throughout with no blowing agents 10 or foaming plastics I 1 b) Polymer body shall be black throughout and shall have a molded 12 recycled emblem with a minimum of 35 percent Post Industrial/ Pre 13 Consumer Recycled Content- verified with a Leed Product 14 Documentation. 15 c) Smooth edges and corners and be free from sharp edges so the unit 16 can be handled safely without gloves. 17 d) Exterior free from seams or parting lines 18 e) Not to be installed in roadway—designed to withstand loading in non- 19 deliberate and incidental traffic only. 20 2) Concrete 21 a) Frame of No. 6 gauge wire welded closed 22 b) Type I or Type II Portland cement, in accordance with ASTM C150, 23 portioned with lightweight aggregate, in accordance with ASTM C330 _ 24 (1) Percentage of wear not to exceed 40 per ASTM C131 25 (2) Minimum 28 day compressive strength of 3,000 psi 26 b. Be able to withstand a minimum 15,000 pounds vertical load 27 c. Withstand a minimum 400 pounds sidewall load. 28 d. 1-inch Standard Meter Box 29 1) For use with services utilizing 5/8-inch x 3/4-inch, 3/4-inch or 1-inch meter 30 Single or Dual service meter: DFW38C1PS-14-B0DY or approved equal. 31 2) Polymer 32 a) Size: 21-1/2-inch x 20-1/2-inch Box, 14 inches high - 33 b) Minimum inside working room: 19-1/2-inch x 16-1/2-inch 34 c) Pipe slots 35 (1) One pipe slot molded on the inlet end of the body that measures 2- 36 1/4-inch x 3-1/4-inch and one pipe slot on the outlet end of the 37 body that measures for 7-1/2-inch center"U" Branch. 38 d) Polymer body shall have a 1-inch bottom flange to resist settling of box 39 after installation. 40 3) Concrete 41 a) Size: 11-inch x 18-inch Box, 12 inches high 42 e. 2-inch Standard Meter Box _ 43 1) For use with services utilizing 1-1/2-inch or 2-inch Single service meter: 44 DFW1730C-12-BODY or approved equal. 45 2) Polymer 46 a) Size: 34-1/8-inch x 21-1/4-inch Box, 12 inches high 47 b) Minimum inside working room: 31-3/4-inch x 16-5/16-inch 48 c) Pipe Slots 49 (1) One pipe slot molded on each end of body that measures 3-inch x 50 4-inch with optional molded 4-inch x 9-inch cut out. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 33 12 10 - 12 WATER SERVICES 1-INCH TO 2-INCH Page 12 of 17 1 d) Polymer body shall have a molded 1h-inch bow centered on sidewall to 2 resist backfilling per Drawings. 3 e) Polymer body shall have a 2-1/2-inch bottom flange to resist settling of 4 box after installation. 5 3) Concrete 6 a) Size: 15-1/4-inch x 26-7/8-inch Box, 12 inches high 7 f. Bullhead Standard Meter Box 8 1) For use with services utilizing two 5/8-inch x 3/4-inch or 3/4-inch or 1-inch 9 Single service meter: DFW37C-12-BODY or approved equal 10 2) Polymer 11 a) Size: 21-inch x 14-3/4-inch, 12 inches high 12 b) Minimum inside working room: 19-1/8-inch x 10-7/16-inch 13 c) Pipe Slots 14 (1) One pipe slot molded on each end of body that measures 2-1/4- 15 inch x 3-1/4-inch. 16 d) Polymer body shall have a 1-inch bottom flange to resist settling of box 17 after installation. 18 3) Concrete 19 a) Size: 15-5/8-inch x 15-5/8-inch Box, 12 inches high 20 12. Meter Box Lid 21 a. Cast Iron or Ductile Iron 22 1) Per ASTM A48, Class 30B or ductile iron per ASTM A536 23 2) Shall withstand a minimum vertical load of 15,000 pounds 24 3) Coat castings with a bituminous emulsified asphalt unless otherwise 25 specified in the Contract Documents, ground smooth, and cleaned with 26 shot blasting, to get a uniform quality free from strength defects and 27 distortions. 28 4) Dimensions shall be within industry standards of ±1/16 inch per foot. 29 5) All castings will bear the Manufacturer's IS (name or logo) and Country of 30 Origin. 31 6) Casting weights may vary ±5 percent from drawing weight per industry 32 standards. 33 b. Plastic 34 1) The lid shall be: 35 a) Constructed of Engineered Plastic as defined in ASTM D883 36 (1) Polymer Lid shall be black throughout and shall have a molded 37 recycled emblem with a minimum of 50 percent Post Consumer 38 Recycled and 50 percent Post Industrial/ Pre Consumer Recycled 39 Content-verified with a Leed Product Documentation. 40 (2) Polymer Lid shall be black throughout with no blowing agents or 41 foaming plastics 42 (3) Smooth edges and corners and be free from sharp edges so the 43 unit can be handled safely without gloves. 44 (4) Exterior free from seams or parting lines. 45 (5) Polymer lid shall have a molded tread-pattern- tread dimensions 46 shall be .188-inch x .938-inch x .150-inch deep. 47 (6) Polymer Lid shall have"City of Fort Worth" molded into the lid. 48 (7) Polymer lid shall have"Water Meter" molded into the lid- Font shall 49 be std Fadal CNC font with 1-inch characters x .150-inch deep. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 33 12 10 - 13 WATER SERVICES 1-INCH TO 2-INCH Page 13 of 17 1 (8) Polymer Lid shall have a molded pick hole pocket- dimensions shall 2 be 3-inch x 9/16-inch x Thru Hole with 3/16-inch 304 stainless 3 steel rod. 4 (9) Polymer lid shall have 2 pieces of 1/2-inch rebar located in lid 5 pockets for locatability as shown in Drawings. 6 b) Domestic Manufacture Only-Made in USA molded on Lid. 7 c) Not to be installed in roadway-designed to withstand loading in non- 8 deliberate and incidental traffic only. 9 d) Able to withstand a minimum 15,000 pounds vertical load 10 e) Engineered Plastic with ultraviolet protection. 11 2) 1-inch Standard Plastic Meter Box Lid 12 a) For use with services utilizing 5/8-inch x 3/4-inch, 3/4-inch or 1-inch 13 meter Single or Dual service meter: DFW38C-1EPA FTW-LID or 14 approved equal. 15 b) Size: 18-inch x 17-inch, 2 inches high 16 c) For use with Class A Standard Meter Box DFW38CIPS-14-BODY or 17 approved equal. 18 d) Polymer lid shall seat evenly inside meter box and shall not overlap the 19 top edge of the meter box. 20 3) 2-inch Standard Plastic Meter Box Lid 21 a) For use with services utilizing 1-1/2-inch or 2-inch Single service meter: 22 DFW1730C-1EPA FTU-LID or approved equal. 23 b) Size: 34-1/8-inch x 21-1/4-inch, 12 inches high 24 c) For use with Class B Standard Meter Box DFW1730C-12-BODY or 25 approved. _ 26 d) Polymer lid shall seat evenly inside meter box and shall not overlap the 27 top edge of the meter box. 28 4) Bullhead Standard Plastic Meter Box Lid 29 a) For use with services utilizing two 5/8-inch x 3/4-inch or 3/4-inch or 1- 30 inch Single service meter: DFW37C-1EPA FTW-LID or approved equal. 31 b) Size: 17-3/4-inch x 11-inch, 1-3/4 inches high 32 c) For use with Class C Standard Meter Box DFW37C-12-BODY or 33 approved equal. 34 d) Polymer lid shall seat evenly inside meter box and shall not overlap the 35 top edge of the meter box. 36 13. Horizontal Check Valve 37 a. Equip 1 1/2-inch and 2-inch Water Services with a horizontal check valve, with 38 pipe plug, only if specified in the Drawings. 39 b. If an existing backflow preventer is present, the Contractor is to leave it, and is 40 not required to provide an additional horizontal check valve. 41 c. Provide lead-free horizontal check valves in accordance with the Reduction of 42 Lead in Drinking Water Act. 43 14. Service Marker 44 a. 3 inch wide, 5 mil blue vinyl tape 45 2.3 ACCESSORIES [NOT USED] 46 2.4 SOURCE QUALITY CONTROL 47 A. Tests and Inspections CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 33 12 10 - 14 WATER SERVICES 1-INCH TO 2-INCH Page 14 of 17 1 1. At the City's option, the manufacturer shall be required to provide certification 2 records showing conformance of materials, design and testing to these 3 Specifications. 4 2. The test procedures shall conform to AWWA C800. 5 a. In the event that a chosen valve fails the City's hydrostatic test, the cost of the 6 test shall be at the expense of the supplier. 7 b. Proof testing of the remainder of the valves shall be at the cost and 8 responsibility of the supplier. 9 c. These tests will be the basis of acceptance or rejection of the remainder of the 10 shipment by the City. 11 3. The City reserves the right to select products at random for testing. The failure of 12 materials to conform to the applicable Specification may result in the rejection of 13 the entire shipment. 14 B. Marking 15 1. Service saddle castings shall be clearly marked by letters and numerals cast 16 thereon showing: 17 a. Manufacturer's name 18 b. Type 19 c. Size of Pipe 20 PART 3 - EXECUTION 21 3.1 INSTALLERS 22 A. A licensed plumber is required for installations on the outlet side of the service meter. 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 A. General 27 1. Install Water Services and appurtenances in accordance with AWWA C800. 28 2. Install Water Service Lines 5 feet north or east of center of lot frontage on lots 75 29 feet or wider, or where shown on Drawings. 30 3. Install Water Service Lines on lot center line on lots less than 75 feet wide, unless 31 otherwise shown on the Drawings. 32 4. Install services at a minimum depth of 36 inches below final grade/proposed top of 33 curb, unless otherwise specified in the Contract Documents. 34 5. Perform leak tests in accordance with Section 33 04 40. 35 6. Replace existing 3/4-inch Service Lines with 1-inch new Service Line, tap, and 36 corporation. 37 7. Install replaced or relocated services with the service main tap and service line 38 being in line with the service meter, unless otherwise directed by the City. 39 8. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 40 B. Handling CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 33 12 10 - 15 WATER SERVICES 1-INCH TO 2-INCH Page 15 of 17 1 1. Haul and distribute Service Lines fittings at the project site and handle with care to 2 avoid damage. 3 a. Inspect each segment of Service Line and reject or repair any damaged pipe 4 prior to lowering into the trench. 5 b. Do not handle the pipe in such a way that will damage the pipe. 6 2. At the close of each operating day: 7 a. Keep the pipe clean and free of debris, dirt, animals and trash —during and 8 after the laying operation. 9 b. Effectively seal the open end of the pipe using a gasketed night cap. 10 C. Service Line Installation 11 1. Service Taps 12 a. Only ductile iron pipe may be directly tapped. 13 b. Install service taps and/or tap assemblies of the specified size as indicated on 14 the Drawings, or as specified by the Engineer. 15 c. Perform taps on a water system that is either uncharged or under pressure. 16 d. Taps consist of: 17 1) For Concrete Pressure Pipe or Steel Pipe 18 a) Standard internal pipe threaded holes in the pipe walls 19 (1) Made during pipe fabrication 20 (2) Provide tapered threaded outlet with nylon sleeved inserts for up 21 to 2-inch. 22 (3) Provide flange outlet with flange to thread insulator adaptor kits for 23 4-inch and larger taps. 24 2) Other pipe materials 25 a) Bronze service clamp with a sealed, threaded port through which the 26 pipe wall is drilled to complete a service port 27 e. Tap Assemblies 28 1) Consist of corporation stop with iron to copper connection attached to: 29 a) Copper tubing terminating as shown on the City's Standard Detail 30 b) May be required adjacent to gate valves 31 c) Install as shown on the Drawings, or as directed by the Engineer. 32 d) When required, shall be included in the unit price bid for installing gate 33 valve. 34 2) Chlorination and testing purposes 35 a) No separate payment will be made for taps required for testing and 36 chlorination. 37 2. Installation of Water Services 38 a. Install tap and Service Line in accordance with City Details. 39 b. Install meter box in accordance with City Details. 40 1) Adjustment of the Service Line to proper meter placement height shall be 41 considered as part of the Meter Box installation. 42 3. Trenching 43 a. Provide a trench width sufficiently wide to allow for 2 inches of granular 44 embedment on either side of the Service Line. 45 4. Bored Services 46 a. Services shall be bored utilizing a pilot hole having a diameter 1/2 inch to 3/4 47 inches larger than the Service Line. 48 5. Arrangement CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 33 12 10 - 16 WATER SERVICES 1-INCH TO 2-INCH Page 16 of 17 1 a. Arrange corporation stops, branches, curb stops, meter spuds, meter boxes 2 and other associate appurtenances as shown in the City Detail, and to the 3 approval of the Engineer. 4 6. Service Marker 5 a. When Meter Box is not installed immediately subsequent to service installation: 6 1) Mark Curb Stop with a strip of blue vinyl tape fastened to the end of the 7 service and extending through the backfill approximately 6 inches above 8 ground at the Meter Box location. 9 b. Installation of service taps only: 10 1) Attach service marker tape to the corporation stop or plug and extend I l upward and normal to the main through the backfill at the adjacent trench 12 edge to at least 6 inches above ground to flag the tap location. 13 7. Corporation stops 14 a. Fully open corporation stop prior to backfill. 15 D. Removal of Existing Water Meters 16 1. Remove, tag and collect existing Water Service meter for pickup by the City for 17 reconditioning or replacement. 18 2. After installation of the Water Service in the proposed location and receipt of a 19 meter from the City inspector, install the meter. 20 3. Reset the meter box as necessary to be flush with existing ground or as otherwise 21 directed by the City. 22 4. All such work on the outlet side of the service meter shall be performed by a 23 licensed plumber. 24 3.5 REPAIR/ RESTORATION [NOT USED] 25 3.6 RE-INSTALLATION [NOT USED] 26 3.7 FIELD [OR] SITE QUALITY CONTROL 27 A. Field Tests and Inspections 28 1. Check each Water Service installation for leaks and full flow through the curb stop 29 at the time the main is tested in accordance with Section 33 04 40. 30 3.8 SYSTEM STARTUP [NOT USED] 31 3.9 ADJUSTING [NOT USED] 32 3.10 CLEANING [NOT USED] 33 3.11 CLOSEOUT ACTIVITIES [NOT USED] 34 3.12 PROTECTION [NOT USED] 35 3.13 MAINTENANCE [NOT USED] 36 3.14 ATTACHMENTS [NOT USED] 37 END OF SECTION 38 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 33 1210 - 17 WATER SERVICES 1-INCH TO 2-INCH Page 17 of 17 1 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 accordance 12/20/2012 D. Johnson with this Act. 1.2.A.3 —Water Meter Service Relocate was renamed Water Meter Service Reconnect 1.6.B. —added certification submittals for compliance with regulatory requirements Added the phrase including grass'to lines; Part 1, 1.2.A.i.c.14, Parti, 1.2.A.2.c.13, Part 1, 1.2.A.2.c.13, Part 2/13/2013 F. Griffin 1,1.2.A.3.c.11, Parti, 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 6/19/2013 D. Johnson 1.2.A.4.c—Addition of private water service appurtenances relocation to being included in the linear foot price of private water services 2 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised June 19, 2013 331211 - 1 LARGE WATER METERS Page 1 of 4 1 SECTION 33 12 11 2 LARGE WATER METERS 3 PART 1 - GENERAL 4 1.1 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 Procedures 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 Contract 16 2. Division 1 —General Requirements 17 3. Section 03 80 00 — Modifications to Existing Concrete Structures 18 4. Section 33 06 16—Concrete Water Vaults 19 5. Section 33 11 10 — Ductile Iron Pipe 20 6. Section 33 11 11 — Ductile Iron Fittings 21 7. Section 33 12 10 —Water Services 1-inch to 2-inch 22 8. Section 33 12 20 — Resilient Seated Gate Valve 23 9. Section 33 12 50 —Water Sample Stations 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Measurement 27 a. Measurement for this Item shall be per each. 28 b. Measurement includes meter, vault, piping, appurtenances, and bypass line 29 (from upstream tee to downstream tee). 30 1) Piping upstream of bypass line tee is measured and paid separately as 31 water pipe, by size. 32 2) Piping downstream of bypass line tee is measured and paid separately as 33 water pipe, by size. 34 a) Any licensing requirements for plumbing installation are included in this 35 item's measurement. 36 2. Payment 37 a. The work performed and the materials furnished in accordance with this Item 38 shall be paid for at the unit price bid per each "Water Meter and Vault"installed 39 for: CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 33 12 11 - 2 LARGE WATER METERS Page 2 of 4 1 1) Various meter sizes 2 3. The price bid shall include: 3 a. Excavation 4 b. Pre-cast concrete vault and appurtenances 5 c. Crushed rock foundation 6 d. Access hatch 7 e. Piping and appurtenances 8 f. Fittings 9 g. Horizontal thrust blocking 10 h. Sample station and appurtenances 11 i. Flushing points and appurtenances 12 j. Installation of Compound Water Meter with Strainer 13 k. Reinforced Concrete Pipe Sump 14 I. Reconnection of Service 15 m. Backfill 16 n. Pavement removal 17 o. Hauling 18 p. Disposal of excess material 19 q. Placement and compaction of backfill 20 r. Plumbing Licensing requirements 21 s. Clean-up 22 t. Concrete Filled Steel Pipe Bollards as required 23 u. Surface restoration around perimeter of water meter vault and piping as 24 required. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 27 1.5 SUBMITTALS 28 A. All submittals shall be in accordance with Section 0133 00. 29 B. All submittals shall be approved by the City prior to delivery. 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31 A. Product Data 32 1. Precast Concrete Vault 33 2. Piping 34 3. Sample Station 35 4. Isolation Valves 36 5. Sample Tap and appurtenances 37 6. Hatch 38 1.7 CLOSEOUT SUBMITTALS [NOT USED] 39 1.8 MAINTENANCE MATERIAL SUBMITTALS[NOT USED] 40 1.9 QUALITY ASSURANCE [NOT USED] 41 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 33 12 11 - 3 LARGE WATER METERS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY 3 A. Manufacturer Warranty 4 1. Manufacturer's warranty shall be in accordance with Division 1. 5 PART 2 - PRODUCTS 6 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 7 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 8 A. Materials 9 1. Precast Concrete Vault—Conform to Section 33 05 16 10 2. Gate Valves—Conform to Section 33 12 20 11 3. Ductile Iron Pipe—Conform to Section 33 11 10 12 4. Ductile Iron Fittings—Conform to Section 33 11 11 13 5. Sample Station—Conform to Section 33 12 50 14 6. Sample and flushing point taps—Conform to Section 33 12 10 15 7. Hatch—Conform to Section 33 05 16 16 B. Meter and Strainer 17 1. Furnished by City 18 2.3 ACCESSORIES [NOT USED] 19 2.4 SOURCE QUALITY CONTROL[NOT USED] 20 PART 3 - EXECUTION 21 3.1 INSTALLERS[NOT USED] 22 3.2 EXAMINATION 23 A. Evaluation and Assessment 24 1. Verify lines and grades are in accordance to the Drawings. 25 3.3 PREPARATION [NOT USED] 26 3.4 INSTALLATION 27 A. Install vault in accordance with manufacturer's recommendations and in accordance 28 with Section 33 05 16. 29 B. Pipe Penetrations 30 1. Conform to Section 03 80 00. 31 C. Meter 32 1. Obtain meter and strainer from City Field Operations Warehouse. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 33 12 11 - 4 LARGE WATER METERS Page 4of4 1 3.5 REPAIR/ RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS[NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised December 20, 2012 33 12 25 - 1 CONNECTION TO EXISTING WATER MAINS Page 1 of 8 1 SECTION 33 12 25 2 CONNECTION TO EXISTING WATER MAINS 3 PART 1 - 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 8 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 Main 14 that requires a shutdown of some part of the water system. 15 b. 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 being 18 installed. 19 3. Connection to an existing pressurized Fort Worth Water Distribution System Main by 20 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 tap 24 sleeve and 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 Contract 27 2. Division 1 —General Requirements 28 3. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 29 4. Section 33 05 10— Utility Trench Excavation, Embedment and Backfill 30 5. Section 33 05 30 — Location of Existing Utilities 31 6. Section 33 1105 — Bolts, Nuts, and Gaskets 32 7. Section 33 11 10 — Ductile Iron Pipe 33 1.2 PRICE AND PAYMENT PROCEDURES 34 A. Measurement and Payment 35 1. Connection to an existing unpressurized Fort Worth Water Distribution System Main 36 that does not require the City to take part of the water system out of service 37 a. Measurement 38 1) This Item is considered subsidiary to the water pipe being installed. 39 b. Payment CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised February 6, 2013 331225 - 2 CONNECTION TO EXISTING WATER MAINS Page 2 of 8 1 1) The work performed and the materials furnished in accordance with this 2 Item are subsidiary to the unit price bid per linear foot of water pipe 3 complete in place, and no other compensation will be allowed. 4 2. Connection to an existing pressurized Fort Worth Water Distribution System Main 5 that requires a shutdown of some part of the water system 6 a. Measurement 7 1) Measurement for this Item shall be per each connection completed. 8 b. Payment 9 1) The work performed and the materials furnished in accordance with this 10 Item shall be paid for at the unit price bid per each"Connection to Existing 11 Water Main"installed for: 12 a) Various sizes of existing water distribution main 13 c. The price bid shall include all aspects of making the connection including, but 14 not limited to: 15 1) Preparing submittals 16 2) Dewatering 17 3) Exploratory excavation (as needed) 18 4) Coordination and notification 19 5) Remobilization 20 6) Temporary lighting 21 7) Polyethylene encasement 22 8) Make-up pieces 23 9) Linings 24 10) Pavement removal 25 11) Excavation 26 12) Hauling 27 13) Disposal of excess material 28 14) Clean-up 29 15) Cleaning 30 16) Disinfection 31 17)Testing 32 3. Connection to an existing pressurized Fort Worth Water Distribution System Main 33 by Tapping Sleeve and Valve: 34 a. Measurement 35 1) Measurement for this Item shall be per each connection completed. 36 b. Payment 37 1) The work performed and the materials furnished in accordance with this 38 Item shall be paid for at the unit price bid per each"Tapping Sleeve and 39 Valve"installed for: 40 a) Various sizes of connecting main 41 b) Various sizes of existing water distribution main 42 c. The price bid shall include all aspects of making the connection including, but 43 not limited to: 44 1) Preparing submittals 45 2) Dewatering 46 3) Exploratory excavation (as needed) 47 4) Coordination and notification 48 5) Tapping Sleeve and Tapping Valve 49 6) Remobilization 50 7) Temporary lighting CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised February 6, 2013 331225 - 3 CONNECTION TO EXISTING WATER MAINS Page 3 of 8 1 8) Polyethylene encasement 2 9) Make-up pieces 3 10) Linings 4 11) Pavement removal 5 12) Excavation 6 13) Hauling 7 14) Disposal of excess material 8 15) Clean-up 9 16) Cleaning 10 17) Disinfection 11 18)Testing 12 1.3 REFERENCES 13 A. Reference Standards 14 1. Reference standards cited in this Specification refer to the current reference 15 standard published at the time of the latest revision date logged at the end of this 16 Specification, unless a date is specifically cited. 17 2. American Society of Mechanical Engineers (ASME): 18 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250) 19 3. ASTM International (ASTM): 20 a. A36, Standard Specification for Carbon Structural Steel. 21 b. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting for High 22 Temperature or High Pressure Service and Other Special Purpose Applications 23 c. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure 24 or High Temperature Service, or Both 25 d. A242, Standard Specification for High-Strength Low-Alloy Structural Steel. 26 e. A283, Standard Specification for Low and Intermediate Tensile Strength Carbon 27 Steel Plates. 28 f. A285, Standard Specification for Pressure Vessel Plates, Carbon Steel, Low- and 29 Intermediate-Tensile Strength. 30 g. B117, Standard Practice for Operating Salt Spray (Fog)Apparatus. 31 h. D2000, Standard Classification System for Rubber Products in Automotive 32 Applications. 33 4. American Water Works Association (AWWA): 34 a. C200, Steel Water Pipe - 6 IN and Larger. 35 b. C207, Steel Pipe Flanges for Waterworks Service—Sizes 4 IN through 144 IN. 36 c. C213, Fusion-Bonded Epoxy Coating for the Interior and Exterior of Steel Water 37 Pipelines. 38 d. C223, Fabricated Steel and Stainless Steel Tapping Sleeves. 39 5. American Water Works Association/American National Standards Institute 40 (AWWA/ANSI): 41 a. C105/A21.5, Polyethylene Encasement for Ductile-Iron Pipe Systems. 42 b. C111/A21.11, Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings. 43 c. C115A21/15, Flanged Ductile-Iron Pipe with Ductile Iron or Gray-Iron Threaded 44 Flanges. 45 6. NSF International (NSF): 46 a. 61, Drinking Water System Components— Health Effects. 47 7. Manufacturers Standardization Society of the Valve and Fitting Industry Inc. (MSS): CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised February 6, 2013 331225 - 4 CONNECTION TO EXISTING WATER MAINS Page 4 of 8 1 a. SP-60, Connecting flange Joint Between Tapping Sleeves and Tapping Valves. 2 1.4 ADMINISTRATIVE REQUIREMENTS 3 A. Pre-installation Meetings 4 1. Required for any connections to an existing, pressurized 16-inch or larger City 5 water distribution system main that requires a shutdown of some part of the water 6 system 7 2. May also be required for connections that involve shutting water service off to 8 certain critical businesses 9 3. Schedule a pre-installation meeting a minimum of 3 weeks prior to proposed time 10 for the work to occur. 11 4. The meeting shall include the Contractor, City Inspector and City Valve Crew. 12 5. Review work procedures as submitted and any adjustments made for current field 13 conditions. 14 6. Verify that all valves and plugs to be used have adequate thrust restraint or 15 blocking. 16 7. Schedule a test shutdown with the City. 17 8. Schedule the date for the connection to the existing system. 18 B. Scheduling 19 1. Schedule work to make all connections to existing 16-inch and larger mains: 20 a. During the period from November through April, unless otherwise approved by 21 the City 22 b. During normal business hours from Monday through Friday, unless otherwise 23 approved by the City 24 2. Schedule City Valve Crew by 1:00 P.M. a minimum of 1 business day prior to 25 planned disruption to the existing water system. 26 a. In the event that other water system activities do not allow the existing main to 27 be dewatered at the requested time, schedule work to allow the connection at 28 an alternate time acceptable to the City. 29 1) If water main cannot be taken out of service at the originally requested 30 time, coordination will be required with the City to discuss rescheduling and 31 compensation for mobilization. 32 2) No additional payment will be provided if the schedule was altered at the 33 Contractor's request. 34 1.5 SUBMITTALS 35 A. Submittals shall be in accordance with Section 0133 00, 36 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 37 specials. 38 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 39 A. Product Data, if applicable 40 1. Tapping Sleeve noting the pressure rating and coating system supplied including: 41 a. Dimensions, weights, material list, and detailed drawings 42 b. Maximum torque recommended by the manufacturer for the valve by size CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised February 6, 2013 331225 - 5 CONNECTION TO EXISTING WATER MAINS Page 5 of 8 1 B. Submittals 2 1. Provide a detailed sequence of work for 16-inch, or larger, connections if required 3 by City that includes: 4 a. Results of exploratory excavation 5 b. Dewatering 6 c. Procedure for connecting to the existing water main 7 d. Time period for completing work from when the water is shut down to when 8 the main is back in service 9 e. Testing and repressurization procedures 10 2. Welders that are assigned to work on connection to concrete cylinder or steel pipe 11 must be certified and provide Welding Certificates, upon request, in accordance 12 with AWWA C200. 13 iJ CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] ` 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE,AND HANDLING 17 A. Storage and Handling Requirements 18 1. Protect parts so that no damage or deterioration occurs during a prolonged delay 19 from the time of shipment until installation is completed. 20 2. Protect all equipment and parts against any damage during a prolonged period at 21 the site. 22 3. Protect the finished surfaces of all exposed flanges using wooden flanges, strongly 23 built and securely bolted thereto. 24 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 25 5. Prevent plastic and similar brittle items from being exposed to direct sunlight and 26 extremes in temperature. 27 6. Secure and maintain a location to store the material in accordance with Section 01 - 28 6600. 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 30 1.12 WARRANTY 31 A. Manufacturer Warranty 32 1. Manufacturer's warranty shall be in accordance with Division 1. 33 PART 2- PRODUCTS 34 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 35 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 36 A. Manufacturers 37 1. Only the manufacturers as listed by the City's Standard Products List will be 38 considered as shown in Section 0160 00. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 : Revised February 6, 2013 331225 - 6 CONNECTION TO EXISTING WATER MAINS Page 6 of 8 1 a. The manufacturer must comply with this Specification and related Sections. 2 2. Any product that is not listed on the Standard Products List is considered a 3 substitution and shall be submitted in accordance with Section 0125 00. 4 B. Description 5 1. Regulatory Requirements 6 a. Tapping Sleeves shall meet or exceed AWWA C223 and the requirements of 7 this Specification. 8 b. All valve components in contact with potable water shall conform to the 9 requirements of NSF 61. 10 C. Tapping Sleeve Materials 11 1. Body 12 a. Body: Carbon Steel per ASTM A283 Grade C, ASTM A285 Grade C, ASTM A36 13 Steel or equal 14 b. Finish: fusion bonded epoxy coating to an average 12 mil thickness. Fusion 15 applied per AWWA C213. 16 c. All buried tapping sleeves shall be provided with polyethylene encasement in 17 accordance with AWWA/ANSI C105/A21.5. 18 1) Polyethylene encasement shall be in accordance with Section 33 11 10. 19 2. Flange 20 a. Carbon Steel per ASTM A36 in accordance with AWWA C207 and ASME B16.1 21 Class 125. 22 b. Recessed for tapping valve per MSS SP-60 23 3. Bolts and Nuts 24 a. Flanged Ends 25 1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe 26 material. 27 2) Provide bolts and nuts in accordance with Section 33 1105. 28 4. Gaskets 29 a. Provide gaskets in accordance with Section 33 1105. 30 5. Test Plug 31 a. 3/4-inch NPT carbon steel with square head and fusion bonded epoxy coating 32 2.3 ACCESSORIES [NOT USED] 33 2.4 SOURCE QUALITY CONTROL[NOT USED] 34 PART 3 - EXECUTION 35 3.1 INSTALLERS [NOT USED] 36 3.2 EXAMINATION 37 A. Verification of Conditions 38 1. Verify by exploratory excavation, if needed, that existing water main is as depicted 39 in the Drawings and that the location is suitable for a connection to the existing 40 water main. 41 a. Excavate and backfill trench for the exploratory excavation in accordance with 42 3305 10. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised February 6, 2013 331225 - 7 CONNECTION TO EXISTING WATER MAINS Page 7of8 1 2. Verify that all equipment and materials are available on-site prior to the shutdown x 2 of the existing main. 4 3 3. Pipe lines shall be completed, tested and authorized for connection to the existing 4 system in accordance with Section 33 04 40. 5 3.3 PREPARATION [NOT USED] 6 3.4 INSTALLATION 7 A. General 8 1. Upon disruption of the existing water main, continue work until the connection is 9 complete and the existing water main is back in service. 10 B. Procedure 11 1. Expose the proposed connection point in accordance with Section 33 05 10. 12 2. Dewater the existing water line so the chlorinated water is not unlawfully 13 discharged. 14 3. Maintain the water that may bleed by existing valves or plugs during installation 15 within the work area to a reasonable level. 16 a. Control the water in such a way that it does not interfere with the proper 17 installation of the connection or create a discharge of chlorinated water. 18 4 If any discharge of chlorinated water occurs, discharged water shall be de- 19 chlorinated in accordance with Section 33 04 40 20 5. Cut and remove existing water main in order to make the connection. 21 6. Verify that the existing pipe line is suitable for the proposed connection. 22 7. Place trench foundation and bedding in accordance with 33 05 10. 23 8. In the event that a tapping sleeve and valve is used, the coupon from the existing 24 water main shall be submitted to the City. 25 9. Prevent embedment, backfill, soil, water or other debris form entering the pipeline. 26 10. Establish thrust restraint as provided for in the Drawings. 27 11. Clean and disinfect the pipeline associated with the connection in accordance with 28 Section 33 04 40. 29 12. Place embedment to the top of the pipe zone. 30 13. Request that the City Valve Crew re-pressurize the pipeline. 31 14. Directionally flush the connection in accordance with Section 33 04 40. 32 15. Request that City Valve Crew open all remaining valves. 33 3.5 REPAIR/RESTORATION [NOT USED] 34 3.6 RE-INSTALLATION [NOT USED] 35 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 36 3.8 SYSTEM STARTUP [NOT USED] 37 3.9 ADJUSTING [NOT USED] 38 3.10 CLEANING [NOT USED] 39 3.11 CLOSEOUT ACTIVITIES [NOT USED] CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised February 6, 2013 331225 - 8 CONNECTION TO EXISTING WATER MAINS Page 8of8 1 3.12 PROTECTION [NOT USED] 2 3.13 MAINTENANCE [NOT USED] 3 3.14 ATTACHMENTS [NOT USED] 4 END OF SECTION 5 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 3.4.6.4 Modified to refer to Section 33 04040 6 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised February 6, 2013 331240 - 1 FIRE HYDRANTS Page Iof7 1 SECTION 33 12 40 2 FIRE HYDRANTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Dry-barrel fire hydrants with 51/4-inch main valve for use with potable water mains 7 B. Deviations from this City of Fort Worth Standard Specification 8 1.2 Price and Payment Procedures 9 A. Measurement and Payment 10 3. The price bid shall include: 11 c. Extension barrel and stem will be paid per vertical foot over Y-6"in 12 Miscellaneous contracts. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 17 4. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 18 5. Section 33 11 10 — Ductile Iron Pipe 19 6. Section 33 11 11 — Ductile Iron Fittings 20 7. Section 33 11 14— Buried Steel Pipe and Fittings 21 8. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Measurement 25 a. Fire Hydrant and Extension 26 1) Measurement for this item shall be by the each hydrant, complete in place. 27 2. Payment 28 a. The work performed and materials furnished in accordance with this Item and 29 measured under"Measurement"will be paid for at the unit prices bid per each 30 "Fire Hydrant" installed. 31 3. The price bid shall include: 32 a. Furnishing and installing Fire Hydrants with appurtenances as specified in the 33 Drawings 34 b. Dry-Barrel Fire Hydrant assembly from base to operating nut 35 c. Extension barrel and stem 36 d. Adjusting hydrant to the appropriate height 37 e. Painting 38 f. Pavement Removal 39 g. Excavation 40 h. Freight, loading, unloading and handling 41 i. Disposal of excess material CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised January 3, 2014 331240 - 2 FIRE HYDRANTS Page 2 of 7 1 j. Furnish, placement and compaction of embedment 2 k. Furnish, placement and compaction of backfill 3 I. Blocking, Braces and Rest 4 m. Clean up 5 n. Disinfection 6 o. Testing 7 1.3 REFERENCES 8 A. Definitions 9 1. Base: The lateral connection to the fire hydrant lead; also called a shoe 10 B. Reference Standards 11 1. Reference standards cited in this Specification refer to the current reference 12 standard published at the time of the latest revision date logged at the end of this 13 Specification, unless a date is specifically cited. 14 2. American Water Works Association (AWWA): 15 a. C502, Dry-Barrel Fire Hydrants 16 b. Manual of Water Supply Practices M17 (AWWA Manual M17)—Installation, 17 Field Testing, and Maintenance of Fire Hydrants 18 3. NSF International 19 a. 61, Drinking Water System Components— Health Effects 20 4. National Fire Protection Association (NFPA) 21 a. 1963, Standard for Fire Hose Connections 22 5. Underwriters Laboratories, Inc. (UL) 23 a. 246, Hydrants for Fire-Protection Service 24 6. Factory Mutual (FM) 25 a. Class Number 1510, Approval Standard for Fire Hydrant(Dry Barrel Type) for 26 Private Fire Service 27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 28 1.5 SUBMITTALS 29 A. Submittals shall be in accordance with Section 0133 00. 30 B. All submittals shall be approved by the City prior to construction. 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 32 A. Product Data 33 1. Dry-Barrel Fire Hydrant stating: 34 a. Main valve opening size 35 b. Nozzle arrangement and sizes 36 c. Operating nut size 37 d. Operating nut operating direction 38 e. Working pressure rating 39 f. Component assembly and materials 40 g. Coatings and Finishes 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised January 3, 2014 33 1240 - 3 FIRE HYDRANTS Page 3 of 7 1 1.9 QUALITY ASSURANCE 2 A. Qualifications 3 1. Manufacturers 4 a. Dry-Barrel Fire Hydrants shall be the product of 1 manufacturer. 5 1) Change orders, specials and field changes may be provided by a different 6 manufacturer upon City approval. 7 2. Dry-Barrel Fire Hydrants shall be in conformance with AWWA C502, UL 246 and FM 8 1510. 9 1.10 DELIVERY, STORAGE,AND HANDLING 10 A. Storage and Handling Requirements 11 1. Store and handle in accordance with the guidelines as stated in AWWA C502 and 12 AWWA Manual M17. 13 2. Protect all parts so that no damage or deterioration will occur during a prolonged 14 delay from the time of shipment until installation is completed and the units and 15 equipment are ready for operation. 16 3. Protect all equipment and parts against any damage during a prolonged period at 17 the site. 18 4. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 19 strongly built and securely bolted thereto. 20 5. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 21 6. Prevent plastic and similar brittle items from being directly exposed to sunlight or 22 extremes in temperature. 23 7. Secure and maintain a location to store the material in accordance with Section 01 24 6600. 25 1.11 FIELD CONDITIONS [NOT USED] 26 1.12 WARRANTY 27 A. Manufacturer Warranty 28 1. Manufacturer's Warranty shall be in accordance with Division 1. 29 PART 2 - PRODUCTS 30 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 31 2.2 EQUIPMENT, PRODUCT TYPES,AND MATERIALS 32 A. Manufacturers 33 1. Only the manufacturers as listed on the City's Standard Products List will be 34 considered as shown in Section 0160 00. 35 a. The manufacturer must comply with this Specification and related Sections. 36 2. Any product that is not listed on the Standard Products List is considered a 37 substitution and shall be submitted in accordance with Section 0125 00. 38 3. The Dry-Barrel Fire Hydrant shall be new and the product of a manufacturer 39 regularly engaged in the manufacturing of Dry-Barrel Fire Hydrants having similar 40 service and size. 41 B. Description CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised January 3, 2014 331240 - 4 FIRE HYDRANTS Page 4of7 1 1. Regulatory Requirements 2 a. Dry-Barrel Fire Hydrant shall meet or exceed the latest revisions of AWWA 3 C502 and shall meet or exceed the requirements of this Specification. 4 b. All Dry-Barrel Fire Hydrant components in contact with potable water shall 5 conform to the requirements of NSF 61, 6 C. Performance/ Design Criteria 7 1. Capacities 8 a. Rated working pressure of 250 psi or greater 9 2. Design Criteria 10 a. Operating nut 11 1) Uniformly tapered square nut measuring: 12 a) 1 inch at the base 13 b) 7/8 inch at the top 14 2) Open by turning the operating nut to the right(clockwise) 15 a) Provide operating direction clearly marked with an arrow and the word 16 "OPEN". 17 3) Provide weather shield with operating nut. 18 b. Main Valve 19 1) Minimum 51/4-inch opening 20 2) Compression type 21 a) Opening against pressure 22 b) Closing with pressure 23 c. Nozzles 24 1) `T'shape, 3 nozzle arrangement 25 2) Nozzle sizes, threads and configuration in accordance with NFPA 1963 26 a) Hose nozzles 27 (1) 2 x 21/2-inch (nominal size of connection) 28 (a) 180 degrees apart 29 (b) Thread Designation 2.5-7.5 NH (NFPA 1963) 30 b) Pump nozzle 31 (1) 4-inch (nominal size of connection) 32 (a) Thread Designation 4-4 NH (NFPA 1963) 33 d. Hydrant Barrel Configuration 34 1) Upper barrel 35 2) Breakable flange and stem 36 a) To be installed above ground at the connection to the upper barrel 37 3) Extension barrel (if needed) and lower barrel 38 a) Extension barrel and stem 39 (1) Lengthen in 6-inch increments 40 e. Drain Valve 41 1) Non-corrodible material 42 2) Spring operated drain valves are not allowed. 43 D. Function 44 1. Drain Valve 45 a. Drain fire hydrant barrels when main valve is closed. 46 E. Materials 47 1. Furnish materials in accordance with AWWA C502. 48 2. Dry-Barrel Fire Hydrant Assembly CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised January 3, 2014 331240 - 5 FIRE HYDRANTS Page 5of7 1 a. Internal parts 2 1) Threads 3 a) Provide operating thread designed to avoid metal such as iron or steel 4 threads against iron or steel parts. 5 2) Stem 6 a) Stem Nuts 7 (1) Provide bronze stem nuts. 8 (a) Grades per AWWA C502 - 9 b) Where needed, stem shall be grooved and sealed with O-rings. 10 3. Provide crushed rock for placement around base conforming to Section 33 05 10. 11 F. Finishes 12 1. Primer Materials 13 a. Furnish primer for Dry-Barrel Fire Hydrants in accordance with AWWA C502. 14 2. Finish Materials 15 a. Dry-Barrel Fire Hydrant 16 1) Exterior 17 a) Above grade --- 18 (1) Furnish exterior coating for above grade Dry-Barrel Fire Hydrant 19 assembly components in accordance with AWWA C502. 20 (2) Coating shall be Flynt Aluminum Paint in Silver. 21 b) Below grade 22 (1) Furnish exterior coating for below grade Dry-Barrel Fire Hydrant 23 assembly components in accordance with AWWA C502. 24 2) Interior 25 a) Interior coating for Dry-Barrel Fire Hydrants assemblies in accordance 26 with AWWA C502 27 2.3 ACCESSORIES 28 A. Polyethylene Encasement 29 1. Provide polyethylene encasement in accordance with Section 33 11 10. 30 B. Embedment 31 1. Provide crushed rock and filter fabric in accordance with Section 33 05 10. 32 2.4 SOURCE QUALITY CONTROL 33 A. Tests and Inspections 34 1. Testing and inspection of Dry-Barrel Fire Hydrants in accordance with AWWA C502. 35 B. Markings _ 36 1. Provide each Dry-Barrel Fire Hydrant marked in accordance with AWWA C502. 37 PART 3 - EXECUTION [NOT USED] 38 3.1 INSTALLERS [NOT USED] 39 3.2 EXAMINATION [NOT USED] 40 3.3 PREPARATION [NOT USED] 41 3.4 INSTALLATION 42 A. General CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised January 3, 2014 331240 - 6 FIRE HYDRANTS Page 6 of 7 1 1. Install in accordance with AWWA Manual of Water Supply Practice M17, 2 manufacturer's recommendations and as shown on the Drawings. 3 2. Provide vertical installation with braces, rest and blocking in accordance with City 4 Standard Details. 5 3. Excavate and backfill trenches in accordance with 33 05 10. 6 4. Embed Dry-Barrel Fire Hydrant assemblies in accordance with 33 05 10. 7 a. At the location of the weep holes, wrap barrel with polyethylene encasement 8 and crushed rock with filter fabric to prevent dirt and debris from entering the 9 fire hydrant. 10 5. Polyethylene encasement installation shall be in accordance with the applicable 11 portion of Section 33 11 10. 12 6. Install concrete blocking and rest in accordance with Section 03 30 00 as indicated 13 in the Drawings. 14 7. A minimum 1/3 cubic yard of crushed rock shall be placed around the base, in 15 accordance with AWWA Manual of Water Supply Practice M17, to allow drain 16 outlets to operate. 17 a. The crushed rock should extend 6 inches above the drain outlets and a 18 minimum of 1 foot on all sides of the fire hydrant base. 19 8. Fire hydrant lead line shall be installed with a maximum cover of 7 feet. 20 a. Cover is measured from the invert at the fire hydrant base, vertical to ground 21 elevation. 22 b. Fittings may be used along fire lead line to ensure minimum and maximum 23 cover requirements are met. 24 3.5 REPAIR/ RESTORATION [NOT USED] 25 3.6 RE-INSTALLATION [NOT USED] 26 3.7 FIELD CONTROL 27 A. Field Inspections 28 1. The Dry-Barrel Fire Hydrant and assembly shall perform as intended with no 29 deformation, leaking or damage of any kind for the pressure ranges indicated. 30 2. City inspector will issue final inspection notice to City staff. 31 3. City Field Operations Staff and Fire Department Staff shall have the opportunity to 32 inspect and operate the hydrant, to ensure that the fire hydrant was installed in 33 accordance with AWWA Manual of Water Supply Practice M17. This includes but is 34 not limited to: 35 a. Operation of Nozzles and operating nut are not obstructed. 36 b. Drain valve is not obstructed or plugged 37 4. Keep fire hydrant wrapped or covered to identify that it is out of service until the 38 water line it's connected to is put in service. 39 B. Non-Conforming Work 40 1. If access and operation of the Dry-Barrel Fire Hydrant or its appurtenances do not 41 meet the criteria of the AWWA Manual of Water Supply Practice M17, the 42 Contractor will remedy the situation criteria, at the Contractor's expense. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised January 3, 2014 331240 - 7 FIRE HYDRANTS Page 7 of 7 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE 7 3.14 ATTACHMENTS 8 END OF SECTION 9 - 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, 1.3.13.7, 1.6.13.1, 2.2.B.i.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 10 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised January 3, 2014 3471 13 - 1 TRAFFIC CONTROL Page 1 of 6 1 SECTION 34 71 13 2 TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. TRAFFIC CONTROL 9 The contractor will be required to obtain a "Street Use Permit" prior to starting 10 work. As part of the "Street Use Permit" a traffic control plan is required. The 11 Contractor shall be responsible for providing traffic control during the construction 12 of this project consistent with the provisions set forth in the "Latest Edition Texas 13 Manual on Uniform Traffic Control Devices for Streets and Highways" issued under 14 the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," 15 codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section 16 Nos. 27, 29, 30 and 31. 17 18 Unless otherwise included as part of the Construction documents, the Contractor 19 shall submit a traffic control plan (duly sealed, signed and dated by a Registered 20 Professional Engineer (P.E.) in the state of Texas), to the City Traffic Engineer at or 21 before the start of each work order. The P.E. preparing the traffic control plan 22 may utilize standard traffic reroute configurations posted as"Typicals"on the City's 23 Buzzsaw website. Although work will not begin until the traffic control plan has 24 been reviewed and approved, the Contractor's time will begin in accordance with 25 the timeframe mutually established in the 'Notice to Proceed' issued the 26 Contractor. 27 28 Work shall not be performed on certain locations/streets during "peak traffic 29 periods" as determination by the City Traffic Engineer and in accordance with the 30 applicable provision of the "City of Fort Worth Traffic Control Handbook for 31 Construction and Maintenance Work Areas." 32 33 Payment for traffic control shall cover design and / or installation and maintenance 34 of the traffic control plan, and shall be paid at the unit price bid per each for 35 "Traffic Control". 36 37 C. Related Specification Sections include, but are not necessarily limited to: 38 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 39 2. Division 1 — General Requirements 40 1.2 PRICE AND PAYMENT PROCEDURES 41 A. Measurement and Payment 42 1. Installation of Traffic Control Devices CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 347113 - 2 TRAFFIC CONTROL Page 2of6 I a. Measurement 2 1) Measurement for Traffic Control Devices shall be per month for the Project 3 duration. 4 a) A month is defined as 30 calendar days. 5 b. Payment 6 1) The work performed and materials furnished in accordance with this Item 7 and measured as provided under"Measurement"shall be paid for at the 8 unit price bid for"Traffic Control". 9 c. The price bid shall include: 10 1) Traffic Control implementation 11 2) Installation 12 3) Maintenance 13 4) Adjustments 14 5) Replacements 15 6) Removal 16 7) Police assistance during peak hours 17 2. Portable Message Signs 18 a. Measurement 19 1) Measurement for this Item shall be per week for the duration of use. 20 b. Payment 21 1) The work performed and materials furnished in accordance to this Item 22 and measured as provided under"Measurement"shall be paid for at the 23 unit price bid per week for"Portable Message Sign"rental. 24 c, The price bid shall include: 25 1) Delivery of Portable Message Sign to Site 26 2) Message updating 27 3) Sign movement throughout construction 28 4) Return of the Portable Message Sign post-construction 29 3. Preparation of Traffic Control Plan Details 30 a. Measurement 31 1) Measurement for this Item be per each Traffic Control Detail prepared. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 shall be paid for at the unit price bid per each"Traffic Control Detail" 35 prepared. 36 c. The price bid shall include: 37 1) Preparing the Traffic Control Plan Details for closures of 24 hours or longer 38 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices 39 (TMUTCD) 40 3) Obtaining the signature and seal of a licensed Texas Professional Engineer 41 4) Incorporation of City comments 42 1.3 REFERENCES 43 A. Reference Standards 44 1. Reference standards cited in this Specification refer to the current reference 45 standard published at the time of the latest revision date logged at the end of this 46 Specification, unless a date is specifically cited. 47 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 347113 - 3 TRAFFIC CONTROL Page 3of6 1 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of 2 Transportation, Standard Specifications for Construction and Maintenance of 3 Highways, Streets, and Bridges. 4 1.4 ADMINISTRATIVE REQUIREMENTS 5 A. Coordination 6 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to 7 implementing Traffic Control within 500 feet of a traffic signal. 8 B. Sequencing 9 1. Any deviations to the Traffic Control Plan included in the Drawings must be first 10 approved by the City and design Engineer before implementation. 11 1.5 SUBMITTALS 12 A. Provide the City with a current list of qualified flaggers before beginning flagging 13 activities. Use only flaggers on the qualified list. 14 B. Obtain a Street Use Permit from the Street Management Section of the Traffic 15 Engineering Division, 311 W. 10th Street. The Traffic Control Plan (TCP) for the Project 16 shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set. A 17 copy of this Traffic Control Plan shall be submitted with the Street Use Permit. 18 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional 19 Engineer. 20 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or _ 21 Specifications. The Contractor will be responsible for having a licensed Texas 22 Professional Engineer sign and seal the Traffic Control Plan sheets. 23 E. Lane closures 24 hours or longer shall require a site-specific traffic control plan. 24 F. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 25 changes to the Traffic Control Plan(s) developed by the Design Engineer. 26 G. Design Engineer will furnish standard details for Traffic Control. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 347113 - 4 TRAFFIC CONTROL Page 4 of 6 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS[NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY[NOT USED] 8 PART 2 - PRODUCTS 9 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 10 2.2 ASSEMBLIES AND MATERIALS 11 A. Description 12 1. Regulatory Requirements 13 a. Provide Traffic Control Devices that conform to details shown on the Drawings, 14 the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control Device List 15 (CWZTCDL). 16 2. Materials 17 a. Traffic Control Devices must meet all reflectivity requirements included in the 18 TMUTCD and TxDOT Specifications—Item 502 at all times during construction. 19 b. Electronic message boards shall be provided in accordance with the TMUTCD. 20 2.3 ACCESSORIES [NOT USED] 21 2.4 SOURCE QUALITY CONTROL [NOT USED] 22 PART 3 - EXECUTION 23 3.1 EXAMINATION [NOT USED] 24 3.2 PREPARATION 25 A. Protection of In-Place Conditions 26 1. Protect existing traffic signal equipment. 27 3.3 INSTALLATION 28 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on 29 the Drawings and as directed. 30 B. Install Traffic Control Devices straight and plumb. 31 C. Do not make changes to the location of any device or implement any other changes to 32 the Traffic Control Plan without the approval of the Engineer. 33 1. Minor adjustments to meet field constructability and visibility are allowed. CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 347113 - 5 TRAFFIC CONTROL Page 5of6 1 D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 2 1. Corrective action includes but is not limited to cleaning, replacing, straightening, 3 covering, or removing Devices. 4 2. Maintain the Devices such that they are properly positioned, spaced, and legible, 5 and that retroreflective characteristics meet requirements during darkness and rain. 6 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal 7 and state laws(by failing to furnish the necessary flagmen,warning devices, barricades, 8 lights, signs, or other precautionary measures for the protection of persons or property), 9 the Inspector may order such additional precautionary measures be taken to protect 10 persons and property. I l F. Subject to the approval of the Inspector, portions of this Project,which are not affected by 12 or in conflict with the proposed method of handling traffic or utility adjustments, can be 13 constructed during any phase. 14 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight 15 distance of drivers entering the highway from driveways or side streets. 16 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may - 17 be erected and mounted on portable supports. 18 1. The support design is subject to the approval of the Engineer. 19 I. Lane closures shall be in accordance with the approved Traffic Control Plans. 20 1. If at any time the existing traffic signals become inoperable as a result of construction 21 operations, the Contractor shall provide portable stop signs with 2 orange flags, as 22 approved by the Engineer, to be used for Traffic Control. 23 K. Contractor shall make arrangements for police assistance to direct traffic if traffic signal 24 turn-ons,street light pole installation,or other construction will be done during peak traffic 25 times(AM: 7 am—9 am, PM: 4 pm - 6 pm). 26 L. Flaggers 27 1. Provide a Contractor representative who has been certified as a flagging instructor 28 through courses offered by the Texas Engineering Extension Service, the American 29 Traffic Safety Services Association, the National Safety Council, or other approved 30 organizations. 31 a. Provide the certificate indicating course completion when requested. 32 b. This representative is responsible for training and assuring that all flaggers are 33 qualified to perform flagging duties. 34 2. A qualified flagger must be independently certified by 1 of the organizations listed 35 above or trained by the Contractor's certified flagging instructor. 36 3. Flaggers must be courteous and able to effectively communicate with the public. 37 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals 38 and follow the flagging procedures set forth in the TMUTCD. 39 5. Provide and maintain flaggers at such points and for such periods of time as may 40 be required to provide for the safety and convenience of public travel and 41 Contractor's personnel, and as shown on the Drawings or as directed by the 42 Engineer. 43 a. These flaggers shall be located at each end of the lane closure. 44 M. Removal CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 3471 13 - 6 TRAFFIC CONTROL Page 6 of 6 1 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights 2 and other Traffic Control Devices used for work-zone traffic handling in a timely 3 manner, unless otherwise shown on the Drawings. 4 3.4 REPAIR/ RESTORATION [NOT USED] 5 3.5 RE-INSTALLATION [NOT USED] 6 3.6 FIELD [OR] SITE QUALITY CONTROL[NOT USED] 7 3.7 SYSTEM STARTUP [NOT USED] 8 3.8 ADJUSTING [NOT USED] 9 3.9 CLEANING [NOT USED] 10 3.10 CLOSEOUT ACTIVITIES [NOT USED] 11 3.11 PROTECTION [NOT USED] 12 3.12 MAINTENANCE [NOT USED] 13 3.13 ATTACHMENTS [NOT USED] 14 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 15 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised November 22, 2013 APPENDIX GC-4.01 Availability of Lands - None GC-4.02 Subsurface and Physical Conditions - None E 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 MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 GC-6.06.1) 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 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 ATTACHMENT 1C Page 1 of 3 FORT WORTH ------� City of Fort Worth MBE Good Faith Effort Form COMPANY NAME: Check applicable block to describe prime IP:RZOJECT C'ConteCar c)r) Cp . NAME: M/W/DBE NON- CoCot, 1 _ _ 1 �� BID DATE �-!.I �O.�C�' city's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER % % oc),4SS If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. , If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and it being submitted to 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. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities C�'r► G4S�E'.QJ Y1Cr2�. Qvc. P; ocCmcae I,01A n� ff)cjp-r i cj l L Rev.5/30/12 ATTACHMENT 1C 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 MNVBE 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.) ::Q:No 4.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (If yes,attach list to include name of MBE firm, ep rson contacted,phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile(fax), exclusive of the day the bids are opened? _ Yes (If yes,attach list to include name of MBE firm,fax number and date and time of contact. In addition, if the fax is returned as undeliverable,then that"undeliverable confirmation"received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or"undeliverable confirmation" documentation may render the GFE non-responsive.) No 6.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email,exclusive of the day the bids are opened? _ Yes (if yes,attach email confirmation to include name of MBE firm,date and time.In addition,if an email is returned as undeliverable,then that"undeliverable message"receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or"undeliverable message"documentation may render the GFE non-responsive.) =No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? _Yes __2_No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes I No Rev.5/30/12 i ATTACHMENT 1C 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.) YNo 10.) Was the contact information on any of the listings not valid? Yes (if yes,attach the information that was not valid in ordel for the M/WBE Office to address the corrections needed.) No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. (Please use additional sheets,if necessary,and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection end J kp v z-c} _(_ o In T.- ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. Aq 11 o4-InR4--e:> UQ4- no b I'd 1�p 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.5/30/12 ATTACHMENT 1C 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 MBEs) listed was/were contacted in good faith. It is understood that any MBEs) listed in Attachment I C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. rn Iej,ej e. -�D . \-anK Authorized Signature Printed Signature V Title Contact Name and Title(if different) Circ e, CCor(�n)Q 'on 8«-���-►5�3 �e -�`�3-I4�� Company Name Phone Number Fax Number P.0 . e) r Ll0 5 oZ-B 6rd®C-►,rdtc Address Email Address t-+ . lJ64T 74140 `T- 29Pl (.0 City/State/Zip Date Rev.5/30/12 ATTACHMENT 1A Page 1 of 5 FORT WORTH City of Fort Worth Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime WILLIAM J.SCHULTZ,INC.DBA CIRCLE C CONSTRUCTION PROJECT NAME: M!W/DBE X NON-M/W/DBE WATER MAIN REPLACEMENTS CONTRACT 2016 BID DATE 9-29-16 City's MfWBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER 100435 7% 0% Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications M/VVBEs fisted toward meeting the project goal must be located in the nine(9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1 It tier, a payment by a subcontractor to its supplier (_ is considered 2nd tier ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE). If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract.. The M/WBE may lease trucks from -anotf-r-NF/WBEflrm--Inch Id ngUr/WB—own-er-operators,, and-re--&e-ive fall-M/WBE credit.—The M1WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the M/WBE as outlined in the lease agreement. Rev.5/30/03 ATTACHMENT 1A Page 2 of 5 FORT WORTH Primes are required to identify ALL subcontractors/suppliers,regardless of status; i.e., Minority,Women and non-M/WBEs. Please list M/WBE firms first, use additional sheets if necessary. Certification N (check one) o SUBCONTRACTOR/SUPPLIER T n Company Name i N T Detail Detail Address e M W C X M Subcontracting Work Supplies Purchased Dollar Amount T D W Telephone/Fax r B B R O B E E C T E A REDI-MIX CONCRETE 1 X SUPPLYING CONCRETE $ 20,000.00 P.O. BOX 844425 MATERIAL DALLAS, TX 75284 RICOCHET FUEL DIST. 1 X SUPPLYING FUEL, OIL, & $ 60,000.00 1101-A BEDFORD RD. MATERIAL HYD. FLUID BEDFORD, TX 76002 NATIONAL TRENCH 1 SUPPLYING EQUIPMENT $ 22,000.00 SAFETY X RENTAL RENTAL 1602 E. 6T" ST. IRVING, TX 75060 UNITED SITE 1 X SANITATION TOILETS $ 2,800.00 SERVICES P.O. BOX 660475 DALLAS, TX 75266- 0475 AMERICAN 1 X SUPPLYING BARRICADES $ 10,500.00 BARRICADE CO. RENTAL 107 E. ENON AVE. EVERMAN, TX 76140 FORTILINE 1 PIPE AND PIPE $ 178,000.00 WATERWORKS X RELATED 1705 CYPRESS ST. CONST. HALTOM CITY, TX PRODUCTS -T6-1-17 -- _ - - i, )RT WORTH Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority,Women and non-M/WBEs. Please list M/WBE firms first, use additional sheets if necessary. Rev.5/30/03 ATTACHMENT1A Page 3 of 5 Certification In(check one) SUBCONTRACTOR/SUPPLIER T Company Name i N T Detail Detail Address e M W CX Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B B R O B E E C T E A CROUCH SAND & 1 Y SUPPLYING SAND & $ 16,000.00 GRAVEL MATERIAL GRAVEL 618 S. BELTLINE RD. IRVING, TX 75060 ARCO CONTRACTOR 1 SUPPLYING MISC. JOB $ 14,000.00 SUPPLY MATERIAL RELTATED 2305 LUDELLE ST. PRODUCTS FORT WORTH, TX 76105 THE HOME DEPOT 1 X SUPPLYING MISC. JOB $ 10,500.00 DEPT 32-2502076678 MATERIAL RELATED P.O. B.bX 6031 PRODUCTS LAKES, NV. 88901 UNITED RENTAL INC. 1 X RENTAL EQUIPMENT $ 36,000.00 3120 SPUR 482 RENTAL SUITE B IRVING, TX. 75062 JOHN A. MILLER & 1 INSURANCE BONDING $ 20,000.00 ASSOC. P.O. BOX 7214 FT. WORTH, TX. 76110 COWTOWN REDI-MIX 1 X SUPPLYING CONCRETE $ 10,000.00 P.O. BOX 162327 MATERIAL FORT WORTH,TX 76161 Rev.5/30/03 ATTACHMENT 1A Page 4 of 5 FORT WORTH Total Dollar Amount of M/WBE Subcontractors/Suppliers $ 0 Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 399,800.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 399,800.00 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MAW/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers/contractors participating on 4 " the contract that will substantiate the actual work performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. r > � Michele S. Lankford Authorized Signature Printed Signature Vice-President Title Contact Name/Title(if different) Circe C Construction Co. 817-293-1863 FAX 817-293-1957 Company Name Telephone and/or Fax P.O.60X40328 m.lankford@circlecconstruction.com Address. E-mail Address FORT WORTH TX.76140 9-29-16 City/State/Zip Date Rev.5/30/03 4 W0RTH@FORT August 3, 2016 Michele Lankford William J. Schultz, Inc. dba Circle C Construction Co. P.O. Box 40328 Fort Worth, TX 76140 Dear Ms. Lankford, This is in response to your request for the attached listings to assist your company in seeking and utilizing MBE sub-contractors and/or suppliers: Contractor Opportunities Requested Contractor Opportunities Provided CCTV TV Inspection Supplier Opportunities Requested Supplier Opportunities Provided Toilets NO FIRMS PROVIDED Barricades Barricades, traffic cones and other devices Concrete NO FIRMS PROVIDED Pvc water and sewer pipe Pipe Suppliers (up to 24inch) Rock(material only) Aggregate:Sand/gravel/dirt/topsoil, etc. Sand (material only) See above Aggregate The attached listings can be utilized up to two months from the date of this letter, per City of Fort Worth's Business Diversity Enterprise Ordinance #20020-12-2011. If additional commodities are needed within this 2-month period, please contact this office and your request will be processed immediately. Thank you for your interest and if M/WBE Office can be of further assistance feel free to contact at (817) 212-2674. Sincerely, Administrative Technician Economic Development Department Minority/Women Business Enterprise Office ECONOMIC DEVELOPMENT DEPARTMENT MINORITY/WOMEN BUSINESS ENTERPRISE THE CITY OF FORT WORTH* 1000 THROCKIvIORTON STREET*FORT WORTH,TEXAS 76102 Phone(817)212-2674*Fax(817)212-2681 ® 08/03/2016 07.00 8172931957 CIRCLE C PAGE 01/01 FOP7 WORTH My of FortWorth MME Offlca 1000 ThroCkmorion St. Fart Worth TX 76102 office;(617)212.2674 Fax:(817)212-2681 Certified MBE Firms for ConstrUldiOn Request for Listing PLEASE ANSWER A,ILL. QUESTIONS ON THIS FORM TO ENURE FASTER PROCESSING COMPANY NAME; ►K'�i G Ga r _ i+� ADDRESS: � CITY/STATEIZIP: REQUESTER'$NAME: PHONE:ELS J'}$ FAX: i'�"eJ_ � EMAIL: t1'l.lar�1�,�,t-Urol��r•c tk.G[.ortc` ac.'4°►c�n. C�J IS TWfS A CITY OF FOR WORTi1tJNDEb PROJECT?Ye + or No IF YES,PLEASE PROVIDE PROJECT NAME. IS THIS A FEDERAL FUNDED PROJECT? IF YES PLEASE PROVIDE PROJECT NAMIr j 131p OPENING DATE', } PROPOSAL PATE:, e "i �+ TYPE OF PROJECT,CONSTRUCTION I PROFESSIONAL PROFESSIONAL(RPP) PROFESSIONAL RFQ) PURCHASINC- PLEASE INDICATE WOW YOU WOULD LIKE TO RECIRIVE YOUR REQUEST: MAIL FAX PICKUP CONTRACTORICONSULTANT OPPORTUNITIES SUPPLIER OPPORTUNITIES This listing inclusive of the commodities you requested can be utilized for two months from the date of this letter as outllned in the Business Diversity Ordinance 420020-12.2011. If additional commodities are needed within this two month p0riod please contact the MIWBE Office at the(817)212.2674. 0 0 4- (1) 0 4- q) 0) 0 E u) < 0 a) �xg In 0 0 (D C) O a) C: Z3 -0 (D Oi1EE E �-AWZO�.' E 't 0 U) 0 E C a) C: a) C) 0 E 'Q� 0 E N6-A cn 0 0 o 0 0 = Oil 0 4-- a) 3�L C) t%.' C C) co C) C; U) E 0 0 q-- 0 N o a) a) 0 MT­Q'4�" -0 a) 0 > W6 Emss C\l a) !010 w -0 . 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U) Co 0 U) C: -0 LUT) 0 0 a) co (U U) _j 4- Cl)_Q �0 > 0 o o 40 (1) 0 < 0 44) Vmv- C) 0 LO 0 (n is; 0) 0 < C) (D LO (0 co gji"'L -0 -0 0 FUR 9_0 N 0 C\l 0 C) W N C) C'4 < �_p I., O 0 0 Mo"91 U) N N LO 00 Co r- Co -ot E a) > a) 0 a, 0 :3 U) (u o o 5� 0) 1,.91.411i 0 .06 41) U) M 2, E 0 CL 0) U) 0 m o 4-- 0 ry CU IMP LL - - - -c 0 o F- -0 F- a) U) om .2 N a) 0 a) 0 L-7 4) C) :3 - �) C: -C !- U) > (D 0 � F ,& X M (D >1 U) o _ZZ 0 0 0 If w < ca. < _j > �ffll : Q C) :3 (D CL WD ,F4 a) 5- W w 0 u --—------- P ai E-E- M 0 U) M 0 C) o c) -c E 0 12" o _j C) 03 (u 0 s; C) N", _j -0 CL CO 2 0 (D > 0 J OC "U 0 a) a) a) (U 4 _0 -0 w 0 = o 0 E -6 E -�2 o L -0 M a) 0 Q o < u) E F r �C�ff!g m a- a) 0 U) 2 a) Li > 0) F- o co 0 :3 -0 -3 C6 0 E uj 0 -0 m Ati m 70 c 0 a) 0 ZT U z C: M 0 " " a) LL w _j n_ w _j D_ o — o 0 m z -r- Uf m CL co CIRCLE C CONSTRUCTION September 12, 2016 PO BOX 40328 RE: City of Fort Worth FORT WORTH, TEXAS 76140 Water Main Replacements Contract 2016 City Project No. Circle C Construction an Equal Opportunity Employer, will be bidding as a General Contractor on the above referenced project. We actively solicit your material and/or subcontract prices for applicable portion(s) of the work in strict accordance with the Contract Documents. Scope of Work: This project consists of Water installation. Purchasing of Plans: Viewing of Plans City of Fort Worth Purchasing Circle C Construction Co. 1000 Throckmorton 500 W Trammell Avenue Fort Worth,Texas 76102 Fort Worth,Texas 76140 Copies of the 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/purchasing/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. _ This project bids on Thursday,September 29, 2016 at 2:00 pm. Proposals and verbal quotes will be ( accepted in our office on or before September 29, 2016 at 10:00 am. Please indicate your intentions of bidding by completing the request below and returning a copy of this letter to Circle C Construction,fax response to 817-293-1957 or scan and email to m.lankford@circlecconstruction.com. Should you have any questions please do not hesitate to contact our office at 817-293-1863. Sincerely, RESPONSE TO REQUEST � r�rcS� Company Name __- Estimator_—_--— -gym=bidding 1 am NOT bidding Workspace Webmail :: Print Page 1 of 1 Print ( Close Window Subject: Quote Request-Circle C Construction -Water Main Replacements Contract 2016 From: m.lankford@circlecconstruction.com ..gate: Mon, Sep 12, 2016 9:31 am To: aea_alex@cnextplus.com, "Haulers Earth"<danielle@earthhaulers.com>, "Larry Rambo" <rambotrucking@gmail.com>, paulitareza@hotmail.com, alweir777@gmail.com, Bcc`; tlacy@eaglebarricade.com, info@eaglebarricade.com, "Rogelio Cabello" <rogelio.cabello@industryjunction.com> Attach; Water 2016.pdf Hello, Please review the attached request for quote on the upcoming City of Fort Worth job bidding September 29, 2016. i City of Fort Worth - Water Main Replacements Contract 2016 We are requesting a quote for: i Barricades PVC Water Pipe Rock & Sand (Material Only) I i Thanks, Michele Lankford Circle C Construction Co. Phone 817-293-1863 ! Fax 817-293-1957 i m.lankford@circlecconstruction.com Copyright©2003-2016.All rights reserved. https://emai114.secureserver.net/view print_multi.php?uidArray=962JINBOX.Sent Items... 9/12/2016 ~ , " TRANSMISSION VERIFICATION REPORT - K TIME � 09/12/2816 E19:32� NAME ; CIRCLE C ' FAX : 8172931957 TEL / 817-293-1957 SER. # : 008G8N502115 DATEJIME 09/12 09:31 FAX NO./NAME 14697628063 DURATION 013:00: 22 PAGE(S) 01 RESULT OK MODE STANDARD ECM � � � � ---_--__ / ` TRANSMISSION VERIFICATION REPORT - » TZNE34 89' ' 09/12/2015 � . . ^ N4NE CIRCLE O ` FAX 8172931957 TEL / 817-293-1957 SER. # / 000G0N502115 DATE,TINIE 09/12 09:34 FAX NO. /NANIE 8175714321 DURATION 00:00:36 PAGE(S) 02 RESULT OK MODE STANDARD ECM 1 ' TRANSMISSION VERIFICATION REPORT TIME 09/12/20I8 09: 37 NAME CIRCLE C FAX 8172931957 TEL 817-293-1953 SER.+f 8OOGLIN502115 DAT JIME 09/12 09:36 -1 FAX NO. /NAME 817551900 DURATION 00:-00: 35 PAGE(S) 02 RESULT OK MODE STANDARD ECM 7=77--. ------------ ---------- TRANSMISSION VERIFICATION REPORT TIME 09/12/201E, E19: 39 NAME CIRCLE C FAX 8172931957 TEL 017-293-1957 SER.ft 000GON502115 DATE, IM E 09 /12 0 9:3 8 FAX NO./NAME 19723591648 DURAT�ON 00: 00:42 PAGE\ / 02 RESULT OK MODE STANDARD -------------- `Workspace Webmail :: Print Page 1 of 1 Print I Close Window Subject: Re:Quote Request-Circle C Construction-Water Main Replacements Contract 2016 From: Rogelio Cabelllo<rogelio.cabello@industryjunction.com> Date: Tue, Sep 13, 2016 9:06 am To: m.lankford@circlecconstruction.com Attach: Water Main Replacement.pdf Good morning, Quote request in process., f 1 Best regards, On Mon, Sep 12, 2016 at 9:31 AM, <m.Ian kford(a),circlecconstruction.com>wrote: Hello, Please review the attached request for quote on the upcoming City of Fort Worth job bidding September 29, 2016. 1 } City of Fort Worth - Water Main Replacements Contract 2016 1 We are requesting a quote for: I Barricades PVC Water Pipe Rock & Sand (Material Only) i Thanks, i Michele Lankford Circle C Construction Co. 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F gw- w W U U U U °- � n_ N u N u X X X a O m 0 \ \ \ \ a O m 0 to vNi N \ w W W W W H O O O O N N w > a > E d u n m -I u n. m g g g E a ri o n o a N N N M �--I r-I ri ri ri ri cel ri N N N N U U U H ri N N m d' w W O� W W W W u H a o U to m W W u c 0 uu n N t/) lD h W N M 'ct to lD N W m O rl N m dt to w i, W m O 1-4 N m ct I� W m O r-I N m d' u) tD I� y N a) (31 r, � 0 0 0 0 0 0 0 0 0 0 H r-i ri -I ri c-i r-I ri r-i r-i N N N N N N N N M M M M W W W W .i 1 ci ri ri c 1 r I ci ci r I ri ri r g ri ri r i r i r I r i r i ri ri c i c I ci r i r 1 ri ci ri ri ri r I c I ri ci � d to c N U o (n N 0) cow >� a) 0) uu a Y y 1 ag;rsg it C y O r-i N M 'ct to W to tD n W 01 O jffi ^ ci N M [t to lD I\ W Ol 'y+N OC .ro W W W W W W W W W Ol Ol Ol Ol Ql Ol Ol Ql Ql tT 0 0 0 0 0 0 e0-i O O O '3 r m s E M C9 w - co CL co o Cli 0 1- N 04 cq zm cl, LU 0 Ln Ln U -------' — Cq � � ° � CD u OL QUOTf FORTILINE WATERWORKS �214455FORTILINE FORT WORTH 5583329 9/2b/16 1 • CIRCLE C CONSTRUCTION CO. PO BOX 40328 FT WORTH - WTR MAIN RPL CONTR 2016 FT. WORTH, TX 76140 ",MUM FORTILINE INC. 1705 CYPRESS STREET HALTOM CITY, TX 76117 PHONE: 682-747-0879 FAX: 682-747-0884 JOB: #100435; WTR MAIN REPL CONTRACT 2016 CITY: FORT WORTH BID DUE DATE: 09/29/16 TIME: 1:30 PM OWNER: CITY OF FORT WORTH ENGINEER: CITY OF FORT WORTH ATTENTION: TERI SKELLY IMPORTANT! PVC PRICES ARE FIRM FOR THE TERMS LISTED AT THE END OF THIS BID. DUE TO MARKET VOLATILITY, THE PRICING QUOTED DOES NOT GUARANTEE THE AVAILABILITY OR SHIPMENT OF PRODUCT, AND IS SUBJECT TO CHANGE AT THE TIME OF DELIVERY REQUEST. 1-2) BY OTHERS 3) 4" PVC PRESSURE PIPE 370 200 FT 4" C900 DR14 PIPE 2 .5600 512.00 Package Sub-total: 512.00 _ --- ----_--4)=6°--PVC=PRESSURE=PIPE-- ----- -- -- - - - - - - --- — - -- - 400 800 FT 6" C900 DR14 PIPE 4. 9700 3, 976.00 410 1 EA 3"X1000' WATER DETECTOR TAPE 28.0000 28.00 Package Sub-total: 4,004.00 5) 8" PVC PRESSURE PIPE ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions MCNEW 214455 �FT WORTH - WTRT��C�QNTR�2016?MMZE29!59 26 16 2 450 1600 FT 8" C900 DR14 PIPE 8.5400 13, 664.00 460 1 EA 31IX1000' WATER DETECTOR TAPE 28. 0000 28 .00 Package Sub-total: 13,692.00 6) 10" PVC PRESSURE PIPE 500 400 FT 10" C900 DR14 PIPE 12.9900 5,196.00 510 1 EA 3"X1000 ' WATER DETECTOR TAPE 28.0000 28 .00 Package Sub-total: 5,224.00 7) 12" PVC PRESSURE PIPE 550 400 FT 12" C900 DR14 PIPE 18 .3400 7,336. 00 560 1 EA 31IX1000' WATER DETECTOR TAPE 28 .0000 28 . 00 Package Sub-total: 7,364 .00 8) 16" PVC PRESSURE PIPE 600 500 FT 16" C905 DR18 PIPE 25 .8700 12, 935 . 00 610 1 EA 31IX1000' WATER DETECTOR TAPE 28 .0000 28 . 00 Package Sub-total: 12,963 .00 9) 20OLF 24" PVC PRESSURE PIPE 640 200 FT 24" C905 DR18 PIPE BLUE 59.7800 11,956. 00 650 1 EA 3"X1000' WATER DETECTOR TAPE 28 .0000 28 . 00 Package Sub-total: 11,984 .00 10) 4" DI PRESSURE PIPE 690 100 FT 4" TJ DIP PR350 19.6800 1, 968. 00 700 1 RL 181IX200' POLYWRAP 58 .0000 58. 00 710 1 EA 21IX100' POLY TAPE 4.5000 4.50 Package Sub-total: 2,030.50 11) 6" DI PRESSURE PIPE 750 100 FT 6" TJ DIP PR350 13 .2800 1,328 .00 760 1 RL 181IX200' POLYWRAP 58.0000 58 .00 770 1 EA 21IX100' POLY TAPE 4.5000 4.50 Package Sub-total: 1,390.50 12) 8" DI PRESSURE PIPE 810 100 FT 8" TJ DIP PR350 17.7100 1,771.00 820 1 EA 29X200 BLK POLYWRAP 8MIL 78.0000 78 ,00 830 1 EA 21IX100 ' POLY TAPE 4.5000 4.50 Package Sub-total: 1,853.50 13) 10" DI PRESSURE PIPE 870 100 FT 10" TJ DIP PR350 22.7700 2,277. 00 r 880 1 EA 2 9X2 0 0 BLK PO13CWRAP_8MIL7-8--0-0-0-0 - ._ -_ . -__.._ - 0:0 - 890 T.. EA-_ -211Xr00' POLY TAPE 4.5000 4.50 Package Sub-total: 2,359.50 14) 12" DI PRESSURE PIPE 920 100 FT 12" TJ DIP PR350 29.2300 2,923 .00 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions. MCNEW • • • : j o • ® • Ws IM® , • j 214455 FT WORTH - WTR MAIN RPL CONTR 2016 5583329 926 16 3 0 MEN Me 930 1 EA 29X200 BLK POLYWRAP 8MIL 78.0000 78.00 940 1 EA 2"X100' POLY TAPE 4.5000 4,50 Package Sub-total: 3,005.50 15) 16" DI PRESSURE PIPE 980 100 FT 16" TJ DIP PR250 41.8600 4,186.00 990 1 RL 371IX200' POLYWRAP 108 .0000 108 .00 1000 1 EA 2"X100 ' POLY TAPE 4.5000 4.50 Package Sub-total: 4,298.50 16) 24" DI PRESSURE PIPE 1030 100 FT 24" TJ DIP PR200 70.8800 7,088 .00 1040 1 EA 521IX200 ' BLK POLYWRAP 148.0000 148 .00 1050 1 EA 21IX100' POLY TAPE 4.5000 4.50 Package Sub-total: 7,240 .50 17-18) BY OTHERS 19) 4" DIP W/ SPACERS 1110 50 FT 4" TJ DIP PR350 19.6800 984. 00 1120 9 EA 41IX12" CASING SPACER SP412 55.0000 495.00 CARBON STEEL, EPDXY COATED, CENTERED & RESTRAINED 1150 2 EA 41IX12" CASING END SEAL 48 .0000 96.00 Package Sub-total: 1,575 .00 20) 6" DIP W/ CASING SPACERS 1190 50 FT 6" TJ DIP PR350 13.2800 664.00 1200 9 EA 61IX12" CASING SPACER 60.0000 540.00 CARBON STEEL, EPDXY COATED, CENTERED & RESTRAINED 1230 2 EA 61IX12" CASING END SEAL DIP 59.0000 118.00 Package Sub-total: 1,322.00 21) 8" DIP W/CASING SPACERS 1270 50 FT 8" TJ DIP PR350 17.7100 885.50 1280 9 EA 81IX16" CASING SPACER 68.0000 612.00 CARBON STEEL, EPDXY COATED, CENTERED & RESTRAINED 1310 2 EA 8"X16" CASING END SEAL 70.0000 140. 00 Package Sub-total: 1,637.50 22) 10" DIP W/ CASING SPACERS 1350 50 FT 10" TJ DIP PR350 22.7700 1,138 .50 1360 9 EA 10"X18" CASING SPACER SP-1018 87.0000 783 .00 CARBON STEEL, EPDXY COATED, CENTERED & RESTRAINED 1390 2 EA 10"X18" CASING END SEAL 83 .0000 166.00 ackage--Sub=to-tal• - ----.. 2,Ek8-7_-50 . 23) 12" DIP W/ CASING SPACERS 1430 50 FT 12" TJ DIP PR350 29.2300 1,461.50 1440 9 EA 121IX24" CASING SPACERS 93 .0000 837.00 CARBON STEEL, EPDXY COATED, CENTERED & RESTRAINED ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions. RMCNEw Us -:Jkli 214455 FT WORTH - WTR MAIN RPL CONTR 2016 5583329 9/26/16 4 1470 2 EA 12"X24" CASING END SEALS 95. 0000 190. 00 Package Sub-total: 2,488 .50 24) 16" DIP W1 CASING SPACERS 1510 50 FT 16" TJ DIP PR250 41.8600 2,093 .00 1520 9 EA 161IX30" CASING SPACER SP1630 115.0000 1,035.00 CARBON STEEL, EPDXY COATED, CENTERED & RESTRAINED 1550 2 EA 161IX30" CASING END SEAL 111.0000 222 . 00 Package Sub-total: 3,350 .00 25) 24" DIP W/CASING SPACERS 1580 50 FT 24" TJ DIP PR200 70.8800 3,544.00 1590 9 EA 241IX36" CASING SPACER 205.0000 1, 845 .00 CARBON STEEL, EPDXY COATED, CENTERED & RESTRAINED 1620 2 EA 241IX36" END SEAL 198 .0000 396.00 Package Sub-total: 5,785 .00 26-35) BY OTHERS 36) 4" GATE VALVE & BOX 1690 20 EA 4" MJ GV O/R 4067-01 L/ACC 398 .0000 7, 960 .00 1700 20 EA 562S SCREW VB COMP IMPORT 42 .0000 840 .00 1710 40 EA 4" STAR GRIP MJ REST PVC 4004 23 .0000 920.00 1720 40 EA 4" MJ ACC L/GLAND W/BLUE BOLTS 18 .5000 740 .00 Package Sub-total: 10,460.00 37) 6" GATE VALVE & BOX 1760 25 EA 6" MJ GV O/R 4067-01 L/ACC 490 .0000 12,250 . 00 1770 25 EA 5625 SCREW VB COMP IMPORT 42 .0000 1, 050.00 1780 50 EA 6" STAR GRIP MJ REST PVC 4006 29.0000 1,450.00 1790 50 EA 6" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 1, 150 .00 Package Sub-total: 15,900.00 38) 8" GATE VALVE & BOX 1830 25 EA 8" MJ GV O/R 4067-01 L/ACC 790 .0000 19, 750.00 1840 25 EA 562S SCREW VB COMP IMPORT 42 .0000 1, 050.00 1850 50 EA 8" STAR GRIP MJ REST PVC 4008 41.0000 2, 050.00 1860 50 EA 8" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 1, 150.00 Package Sub-total: 24,000.00 39) 10" GATE VALVE & BOX 1900 10 EA 10" MJ GV O/R 4067-01 L/ACC 1,240 .0000 12,400. 00 1910 10 EA 562S SCREW VB COMP IMPORT 42 . 0000 420.00 1920 20 EA 10" STAR GRIP MJ REST PVC 4010 81.0000 1, 620.00 1930 20 EA 10" MJ ACC L/GLAND W/BLUE BOLT 32 .0000 640. 00 40) 12" GATE VALVE & BOX 1970 10 EA 12" MJ GV O/R 4067-01 L/ACC 1,525. 0000 15,250.00 1980 10 EA 5625 SCREW VB COMP IMPORT 42.0000 420. 00 1990 20 EA 12" STAR GRIP MJ REST PVC 4012 82.0000 1, 640. 00 2000 20 EA 12" MJ ACC L/GLAND W/BLUE BOLT 34. 0000 680. 00 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions. !@11 11111 111 e ® ® ® ® 214455 "TH - WTR MAIN RPL CONTR 2016 5583329 9/26/16 5 ® ® , • • • • • ® 1 • • Package Sub-total: 17,990 .00 _ 41) 16" RW GATE VALVE & BOX 2040 .5 EA 16" MJ GV O/R 7571 L/ACC 4,900.0000 24,500.00 2050 10 EA 16" STAR GRIP MJ REST PVC 4016 178.0000 1,780. 00 2060 10 EA 16" MJ ACC L/GLAND W/BLUE BOLT 53.0000 530. 00 2070 10 EA 16X1 CC 202NS SDL 17.40-18 .90 118 .0000 1, 180.00 2080 10 EA I 1" CORP STOP CCXFLR F600-4-NL 42 .0400 420.40 NO LEAD 2090 180 FT 1X60' TYPE K COPPER TUBING 3.8400 691.20 2100 10 EA 1" BALL VLV FLRXFIP NO LEAD 83 .0000 830. 00 B21-444W-NL 2110 10 EA 12X48X72 POLY PAD TRYMER200L 425.0000 4,250.00 2120 5 EA 32" PAMREX R&C MARKED WATER 702 .0000 3,510.00 Package Sub-total: 37,691.60 42) 24" RW GATE VALVE & VAULT 2160 5 EA 24" MJ GV O/R 7571 W/SPUR GEAR 16,500. 0000 82,500. 00 L/ACC 2170 10 EA 24" STAR GRIP MJ REST PVC 4024 316. 0000 3, 160.00 2180 10 EA 24" MJ ACC L/GLAND W/BLUE BOLT 68. 0000 680.00 2190 10 EA 24X2 CC 202NS SDL 24.30-25.90 227.0000 2,270.00 2200 10 EA 2" BALL CORP CCXFLR FB600-7-NL 226.0000 2,260.00 NO LEAD 2210 20 FT 2X20 ' TYPE K SOFT COPPER TUBE 11.5900 231.80 2220 10 EA 2" ANG VLV FLRXFLG NO LEAD 224.0000 2,240.00 FV23-777W-NL 2230 10 EA 12X48X72 POLY PAD TRYMER200L 425.0000 4,250.00 2240 5 EA 32" PAMREX R&C MARKED WATER 702. 0000 3,510.00 Package Sub-total: 101,101.80 43) CUT-IN 4" GATE VALVE & BOX 2280 5 EA 4" MJ GV O/R 4067-01 L/ACC 398. 0000 1, 990.00 2290 5 EA 5625 SCREW VB COMP IMPORT 42 .0000 210.00 2300 5 EA 4" MJ LONG SLEEVE C153 37.0000 185.00 2310 20 EA 4" STAR GRIP MJ REST PVC 4004 23. 0000 460.00 2320 20 EA 4" MJ ACC L/GLAND W/BLUE BOLTS 18.5000 370.00 Package Sub-total: 3,215.00 44) CUT-IN 6" GATE VALVE & BOX 2360 5 EA 6" MJ GV O/R 4067-01 L/ACC 490.0000 2,450.00 2370 5 EA 562S SCREW VB COMP IMPORT 42.0000 210.00 2380 5 EA 6" MJ LONG SLEEVE C153 62.0000 310.00 2390 20 EA 6" STAR GRIP MJ REST PVC 4006 29.0000 580.00 2400 20 EA 6" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 460.00 Package Sub-total: 4,010.00 45) CUT-IN 8" GATE VALVE & BOX 2440 5 EA 8" MJ GV O/R 4067-01 L/ACC 790.0000 3, 950.00 2450 5 EA 562S SCREW VB COMP IMPORT 42.0000 210.00 2460 5 EA 8" MJ LONG SLEEVE C153 101.0000 505.00 2470 20 EA 8" STAR GRIP MJ REST PVC 4008 41.0000 820.00 _ 4-6-0-.0-0 Package Sub-total: 5,945.00 46) CUT-IN 10" GATE VLV & BOX 2520 5 EA 10" MJ GV O/R 4067-01 L/ACC 1,240.0000 6,200.00 2530 5 EA 562S SCREW VB COMP IMPORT 42.0000 210.00 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions. 214455 FT WORTH - WTR MAIN RPL CONTR 2016 5583329 9 26 16 6 MEMILA 2540 5 EA 10" MJ LONG SLEEVE C153 120. 0000 600 .00 2550 20 EA 10" STAR GRIP MJ REST PVC 4010 81.0000 1, 620.00 RUM 2560 20 EA 10" MJ ACC L/GLAND W/BLUE BOLT 32 .0000 640.00 Package Sub-total: 9,270 .00 47) CUT-IN 12" GATE VLV & BOX 2600 5 EA 12" MJ GV O/R 4067-01 L/ACC 1,525.0000 7, 625.00 2610 5 EA 562S SCREW VB COMP IMPORT 42.0000 210.00 2620 5 EA 12" MJ LONG SLEEVE C153 162 .0000 810 .00 2630 20 EA 12" STAR GRIP MJ REST PVC 4012 82 .0000 1, 640. 00 2640 20 EA 12" MJ ACC L/GLAND W/BLUE BOLT 34 .0000 680.00 Package Sub-total: 10,965 .00 48) CUT-IN 16" GATE VLV & BOX 2680 1 EA 16" MJ GV 0/R 7571 L/ACC 4, 900.0000 4, 900. 00 2690 1 EA 16" MJ LONG SLEEVE C153 262 .0000 262.00 2700 4 EA 16" STAR GRIP MJ REST PVC 4016 178.0000 712. 00 2710 4 EA 16" MJ ACC L/GLAND W/BLUE BOLT 53 .0000 212.00 2720 2 EA 16X1 CC 202NS SDL 17.40-18.90 118 .0000 236.00 2730 2 EA 1" CORP STOP CCXFLR F600-4-NL 42.0400 84. 08 NO LEAD 2740 60 FT 1X60' TYPE K COPPER TUBING 3 .8400 230.40 2750 2 EA 1" BALL VLV FLRXFIP NO LEAD 83 .0000 166.00 B21-444W-NL 2760 2 EA 12X48X72 POLY PAD TRYMER200L 425.0000 850.00 2770 1 EA 32" PAMREX R&C MARKED WATER 702.0000 702. 00 49) CUT-IN 24" GATE VLV & BOX 2810 1 EA 24" MJ GV O/R 7571 W/SPUR GEAR 16,500.0000 16,500. 00 L/ACC 2820 1 EA 24" MJ LONG SLEEVE C153 546.0000 546. 00 2830 4 EA 24" STAR GRIP MJ REST PVC 4024 316.0000 1,264. 00 2840 4 EA 24" MJ ACC L/GLAND W/BLUE BOLT 68 .0000 272.00 2850 2 EA 24X2 CC 202NS SDL 24.30-25.90 227.0000 454. 00 2860 2 EA 2" BALL CORP CCXFLR FB600-7-NL 226.0000 452. 00 NO LEAD 2870 20 FT 2X20' TYPE K SOFT COPPER TUBE 11.5900 231.80 2880 2 EA 2" ANG VLV FLRXFLG NO LEAD 224. 0000 448.00 FV23-777W-NL 2890 2 EA 12X48X72 POLY PAD TRYMER200L 425.0000 850.00 2900 1 EA 32" PAMREX R&C MARKED WATER 702 .0000 702 .00 50-56) BY OTHERS 57) DI FITTINGS 2960 10 EA TON 4"-16" DI C153 MJ FITTINGS 7,600.0000 76, 000.00 (IMPORT) Package Sub-total: 76,000.00 58) DI FITTINGS OVER 16 3010 10 EA TON 18"-24" DI C153 MJ FITTING 9,200.0000 92, 000.00 Package Sub-total: 92,000-.00 59-60) BY OTHERS 61) 410" BURY FIRE HYDRANT 3080 20 EA 5-1/4VO HYD 410" FT WORTH 129 1, 725.0000 34,500. 00 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions. e • I(' • : 1IM5 • µ 1' • • of • � 214455 FT WORTH - WTR MAIN RPL CONTR 2016 583329 9/26/16 7 4" PUMPER 1"SQ NUT 6MJ O/R L/ACC-SILVER 3090 20 EA 6" STAR GRIP MJ REST PVC 4006 29 .0000 580.00 3100 20 EA 6" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 460 , 00 7 3110 20 EA BLUE HYDRANT PAVEMENT MARKER 4.5000 90 .00 3120 10 EA JB WELD 2-PART EPDXY 8280 12 .5000 125 .00 Package Sub-total: _. 35,755 .00 62) FH EXTENSION (20 V.F. ) 3170 20 EA 5-1/4VO 12" HYD EXT M129 238 .0000 4, 760 .00 Package Sub-total: 4,760 .00 63) REMOVE FIRE HYDRANT BY OTHERS 64) 1" AIR RELEASE VLV & VAULT 3240 1 EA 12X1 IP 202NS SDL 12.00-13 .20 86.0000 86 .00 3250 2 EA 1"X12" BRASS NIPPLE 23 .5000 47.00 3260 1 EA 1" BRASS TEE NO LEAD 11.7500 11 .75 3270 2 EA 1XCLOSE BRASS NIPPLE 3 .7500 7.50 3280 2 EA 1" THD BRASS GATE VLV NO LEAD 16.5000 33 .00 3290 1 EA 1" COMB AIR/VAC REL VLV 143C.1 312 .0000 312 .00 3300 1 EA VRM30 MH RING DOMESTIC 382.0000 382 .00 3310 1 EA VRM30 MH LID DOMEST M/WATER NIC NIC 3320 1 EA 1" ADPT FLRXMIP C28-44-NL 18 .2900 18 .29 NO LEAD 3330 60 FT 1X60' TYPE K COPPER TUBING 3 .8400 230.40 3340 1 EA CHANNELL PEDESTAL HOUSING SPH 302 .0000 302 .00 1420 141IX201IX34" GREEN COVER 3350 2 EA 12X48X72 POLY PAD TRYMER200L 425.0000 850.00 Package Sub-total: 2,279.94 65) 2" AIR RELEASE VALVE 3390 1 EA 16X2 IP 202NS SDL 17.40-18.90 127.0600 127.06 3400 2 EA 21IX12" BRASS NIPPLE 52.7500 105.50 3410 1 EA 2" BRASS TEE NO LEAD 34.0000 34.00 3420 2 EA 2XCLOSE BRASS NIPPLE 11.2500 22.50 3430 2 EA 2" THD BRASS GV NO LEAD 42 .5000 85.00 3440 1 EA 2" 145C COMB ARV 468.0000 468.00 DIP BODY & SS INTERNALS 3450 1 EA VRM30 MH RING DOMESTIC 382 .0000 382. 00 3460 1 EA VRM30 MH LID DOMEST M/WATER NIC NIC 3470 2 EA 2" ADPT FLRXMIP 90 L28-77-NL 131.0000 262.00 NO LEAD 3480 1 EA 2" CPLG FLRXFLR 90 L22-77-NL 157.0000 157.00 NO LEAD 3490 40 FT 2X40' TYPE K COPPER TUBING 10.3700 414.80 3500 1 EA 2" BRASS 90 NO LEAD 26.7500 26.75 3510 1 EA CHANNELL PEDESTAL HOUSING SPH 302 .0000 302 .00 1420 141IX201IX34" GREEN COVER 3520 1 EA 12X48X72 POLY PAD TRYMER200L 425.0000 425.00 Package Sub-total: 2,811.61 66) 3" AIR RELEASE VALVE ASSMB 3560 1 EA 24"X3" TAP BLIND FLG C110 759.0000 759. 00 3570 1 EA 24" FLG ACC KIT FF 1/8" RR 171.0000 171.00 3580 1 EA 31IX12" GALV NIPPLE 23 .0000 23 .00 3590 2 EA 3" COMP FLG C110 40.0000 80.00 3600 4 EA 3" FLG ACC KIT FF 1/8" RR 5.0000 20.00 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions. • r • • : i • • • • • 1 r :Axel 214455 IFT WORTH - WTR MAIN RPL CONTR 2016 5583329 9 26 16 8 EM 3610 1 EA 3" FLG GV O/R 4211-OW W/ OPEN 2,350 .0000 2,350. 00 MITRE BOX 3620 1 EA 3" FLGXFLG DIP 1'00" W/1" 294.0000 294. 00 THREADED OUTLET 3630 1 EA 3" FLG COMB ARV 147C.3 884.0000 884.00 3640 1 EA 3"XCLOSE GALV NIPPLE 8 .0000 8.00 3650 1 EA 41IX3" FLG REDUCING 90 C110 63 .0000 63 .00 ` 3660 1 EA 4" FLGXPE DIP 1 ' 00" 75.0000 75. 00 3670 1 EA 4" MJ LONG SLEEVE C153 37.0000 37.00 3680 2 EA 4" STAR GRIP MJ REST DIP 3000 20.0000 40.00 3690 2 EA 4" MJ ACC L/GLAND W/BLUE BOLTS 18 .5000 37. 00 3700 1 EA 4" FLGXPE DIP 5'00" 183 .0000 183 . 00 3710 1 EA 4" FLG 90 C110 78 .0000 78.00 3720 1 EA 4" FLGXFLG DIP 4 '00" 208 .0000 208. 00 3730 1 EA 4" COMP FLG C110 58 .0000 58 . 00 3740 1 EA 12" SS MESH SCREEN 20.0000 20. 00 3750 1 EA CHANNELL PEDESTAL HOUSING SPH 302 .0000 302.00 1420 14"X20"X34" GREEN COVER 3760 4 EA 4" FLG ACC KIT FF 1/8" RR 6.5000 26. 00 3770 1 EA 1" BALL CORP MIPXFLR NO LEAD 57.0000 57.00 FB700-4-NL 3780 1 EA 1" CPLG FLRXFLR 90 L22-44-NL 29.0000 29.00 NO LEAD 3790 60 FT 1X60' TYPE K COPPER TUBING 3 .8400 230.40 3800 1 EA 1" BALL VLV FLRXFIP NO LEAD 83 .0000 83.00 B21-444W-NL 3810 1 EA 32" PAMREX R&C MARKED WATER 702 .0000 702. 00 3820 1 EA 5 ' VLV EXT STEM FIRST 66 .5000 66.50 3830 2 EA 2"-36" ADJ STEM GUIDE 367-4970 220 .0000 440. 00 Package Sub-total: 7,323 .90 67) 4" BLOWOFF VALVE t:-- 3880 1 EA 4" MJXF GV O/R 4067-13 L/ACC 398 .0000 398. 00 3890 2 EA 4" FLG ACC KIT FF 1/8" RR 6 .5000 13 . 00 3900 2 EA 562S SCREW VB COMP IMPORT 42 .0000 84. 00 3910 18 FT 4" TJ DIP PR350 19 .6800 354.24 3920 1 EA 4" FLGXMJ DIP 1106" W/WALL 421.0000 421. 00 3930 2 EA 4" STAR GRIP MJ REST DIP DOM 23 .0000 46. 00 3940 2 EA 4" MJ ACC L/GLAND W/BLUE BOLTS 18 .5000 37. 00 3950 1 EA 4" FLG GV O/R 4067 W/ NUT 398 .0000 398. 00 3960 1 EA 32" PAMREX R&C MARKED WATER 702 .0000 702 . 00 Package Sub-total: 2,453.24 68) 6" BLOW OFF ASSMBLY 4000 1 EA 16"X6" MJ HYD TEE C153 381.0000 381. 00 4010 2 EA 16" STAR GRIP MJ REST PVC 4016 178 .0000 356.00 4020 2 EA 16" MJ ACC L/GLAND W/BLUE BOLT 53 .0000 106. 00 4030 2 EA 6" MJ GV O/R 4067-01 L/ACC 490 .0000 980.00 4040 2 EA 562S SCREW VB COMP IMPORT 42 .0000 84. 00 4050 20 FT 6" TJ DIP PR350 13 .2800 265.60 4060 2 EA 6" STAR GRIP MJ REST DIP DOM 25 .0000 50. 00 4070 2 EA 6" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 46.00 69) 8" BLOW OFF ASSEMBLY 4120 1 EA 16"X8" MJ HYD TEE C153 637 .0000 637.00 4130 2 EA 16" STAR GRIP MJ REST PVC 4016 178 .0000 356.00 4140 2 EA 16" MJ ACC L/GLAND W/BLUE BOLT 53 .0000 106.00 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions. 214455 ��FTWORNTH; - WTR MAIN RPL CONTR 2016 5583329 9/26/16 C 9 in MENOR • • 1 ° ° ® ® 1 . ° 4150 2 EA 8" MJ GV O/R 4067-01 L/ACC 790.0000 1,580.00 4160 2 EA 562S SCREW VB COMP IMPORT 42 .0000 84.00 4170 20 FT 8" TJ DIP PR350 17.7100 354 .20 4180 2 EA 8" STAR GRIP MJ REST DIP DOM 34. 0000 68 .00 4190 2 EA 8" MJ ACC L/GLAND W/BLUE BOLTS 23.0000 46.00 4200 1 EA 32" PAMREX R&C MARKED WATER 702 .0000 702.00 70) 6" X 4" TAPPING SLV & VLV _ 4250 1 EA 6X4 FTS420-SS SLV 6.83-7. 16 386.0000 386. 00 FTS420-716X4-SS B&N ROMAC 4260 1 EA 4" MJXF GV O/R 4067-13 L/ACC 398.0000 398.00 4270 1 EA 562S SCREW VB COMP IMPORT 42.0000 42 .00 4280 1 EA 4" STAR GRIP MJ REST PVC 4004 23 .0000 23 . 00 4290 1 EA 4" MJ ACC L/GLAND W/BLUE BOLTS 18 .5000 18 .50 4300 1 EA 4" FLG ACC KIT FF 1/8" RR 6.5000 6.50 Package Sub-total: 874 .00 71) 6" X 6" TAPPING SLV & VLV 4340 1 EA 6X6 FTS420-SS SLV 6.83-7.16 422.0000 422 . 00 -- FTS420-716X6-SSFE ROMAC 4350 1 EA 6" MJXF GV O/R 4067-13 L/ACC 490.0000 490. 00 4360 1 EA 562S SCREW VB COMP IMPORT 42 .0000 42 . 00 4370 1 EA 6" STAR GRIP MJ REST PVC 4006 29.0000 29. 00 4380 1 EA 6" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 23 . 00 4390 1 EA 6" FLG ACC KIT FF 1/8" RR 10.5000 10,50 Package Sub-total: 1,016.50 72) 8" X 4" TAPPING SLV & VLV 4430 1 EA 8X4 FTS420-SS SLV 8 .98-9.37 398.0000 398 .00 FTS420-937X4-SSFE ROMAC : 4440 1 EA 4" MJXF GV O/R 4067-13 L/ACC 398 .0000 398 . 00 4450 1 EA 562S SCREW VB COMP IMPORT 42 .0000 42 . 00 4460 1 EA 4" STAR GRIP MJ REST PVC 4004 23 .0000 23 .00 4470 1 EA 4" MJ ACC L/GLAND W/BLUE BOLTS 18 .5000 18 .50 4480 1 EA 4" FLG ACC KIT FF 1/8" RR 6 .5000 6.50 Package Sub-total: 886.00 73) 8" X 6" TAPPING SLV & VLV 4520 1 EA 8X6 FTS420-SS SLV 8 .98-9.37 430.0000 430. 00 FTS420-937X6-SSFE ROMAC 4530 1 EA 6" MJXF GV O/R 4067-13 L/ACC 490 .0000 490.00 4540 1 EA 5625 SCREW VB COMP IMPORT 42 .0000 42 .00 4550 1 EA 6" STAR GRIP MJ REST PVC 4006 29.0000 29.00 4560 1 EA 6" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 23 .00 4570 1 EA 6" FLG ACC KIT FF 1/8" RR 10.5000 10.50 Package Sub-total: 1,024.50 74) 8" X 8" TAPPING SLV & VLV 4610 1 EA 8X8 FTS420-SS SLV 8.98-9.37 548 .0000 548 .00 FTS420-937X8-SSFE ROMAC -46-2-0.-_ - 4630 1 EA 562S SCREW VB COMP IMPORT 42 .0000 42 .00 4640 1 EA 8" STAR GRIP MJ REST PVC 4008 41 .0000 41.00 4650 1 EA 8" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 23 .00 4660 1 EA 8" FLG ACC KIT FF 1/8" RR 12 .5000 12 .50 Package Sub-total: 1,446.50 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions. � • A 0 : � 0 0 • 0 0! ' 1 � � 1 214455 FT WORTH - WTR MAIN RPL CONTR 2016 5583329 9/26/1167 10 75) 10" X 4" TAPPING SLV & VLV 4700 1 EA 10" X 4" STL TAPPING SLV 398 .0000 398 .00 FTS420 4710 1 EA 4" MJXF GV O/R 4067-13 L/ACC 398.0000 398 .00 4720 1 EA 562S SCREW VB COMP IMPORT 42.0000 42 .00 4730 1 EA 4" STAR GRIP MJ REST PVC 4004 23 .0000 23 .00 4740 1 EA 4" MJ ACC L/GLAND W/BLUE BOLTS 18 .5000 18 .50 4750 1 EA 4" FLG ACC KIT FF 1/8" RR 6.5000 6.50 Package Sub-total: 886 .00 76) 10" X 6" TAPPING SLV & VLV 4790 1 EA 10X6 FTS420-SS SLV 11. 03-11.47 442 .0000 442 .00 FTS420-1147X6-SSFE ROMAC 4800 1 EA 6" MJXF GV O/R 4067-13 L/ACC 490 .0000 490.00 4810 1 EA 5625 SCREW VB COMP IMPORT 42 .0000 42 .00 4820 1 EA 6" STAR GRIP MJ REST PVC 4006 29.0000 29. 00 4830 1 EA 6" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 23 .00 4840 1 EA 6" FLG ACC KIT FF 1/8" RR 10.5000 10 .50 Package Sub-total: 1,036 .50 77) 10" X 8" TAPPING SLV & VLV 4880 1 EA 10X8 FTS420-SS SLV 11.03-11.47 558.0000 558 . 00 FTS420-1147X8-SSFE ROMAC 4890 1 EA 8" MJXF GV O/R 4067-13 L/ACC 780.0000 780.00 4900 1 EA 5625 SCREW VB COMP IMPORT 42 .0000 42 .00 4910 1 EA 8" STAR GRIP MJ REST PVC 4008 41.0000 41. 00 4920 1 EA 8" MJ ACC L/GLAND W/BLUE BOLTS 23 . 0000 23 . 00 4930 1 EA 8" FLG ACC KIT FF 1/8" RR 12 .5000 12 .50 Package Sub-total: 1,456.50 78) 10" X 10" TAP SLV & VLV 4970 1 EA 10X10 FTSS TAP SLV 11.10-11.40 724 .0000 724 .00 FTSS-1140-10 FORD 4980 1 EA 10" MJXF GV O/R 4067-13 L/ACC 1,240 .0000 1,240. 00 4990 1 EA 562S SCREW VB COMP IMPORT 42 .0000 42.00 5000 1 EA 10" STAR GRIP MJ REST PVC 4010 81.0000 81. 00 5010 1 EA 10" MJ ACC L/GLAND W/BLUE BOLT 32 .0000 32.00 5020 1 EA 10" FLG ACC KIT FF 1/8" RR 22 .5000 22.50 Package Sub-total: 2,141.50 79) 12" X 4" TAPPING SLV & VLV 5060 1 EA 12X4 FTS420-SS SLV 13 .13-13 .60 426.0000 426. 00 FTS420-1360X4-SSFE ROMAC 5070 1 EA 4" MJXF GV O/R 4067-13 L/ACC 398 .0000 398. 00 5080 1 EA 562S SCREW VB COMP IMPORT 42 . 0000 42 .00 5090 1 EA 4" STAR GRIP MJ REST PVC 4004 23 .0000 23 .00 5100 1 EA 4" MJ ACC L/GLAND W/BLUE BOLTS 18 .5000 18.50 5110 1 EA 4" FLG ACC KIT FF 1/8" RR 6.5000 6.50 Package Sub-total: 914.00 0x32"-X 6" T-KPP3NG;-9LV- -VLV -- 5150 1 EA 12X6 FTS420-SS SLV 13 .13-13 .60 465 .0000 465. 00 FTS420-1360X6-SSFE 5160 1 EA 6" MJXF GV O/R 4067-13 L/ACC 490 .0000 490.00 5170 1 EA 5625 SCREW VB COMP IMPORT 42 . 0000 42. 00 5180 1 EA 6" STAR GRIP MJ REST PVC 4006 29 .0000 29.00 5190 1 EA 6" MJ ACC L/GLAND W/BLUE BOLTS 23 . 0000 23 . 00 5200 1 EA 6" FLG ACC KIT FF 1/8" RR 10 .5000 10.50 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions. 214455 FT WORTH - WTR MAIN RPL CONTR 2016 5583329 9/26 16 11 Package Sub-total: 1,059 .50 81) 12" X 8" TAPPING SLV & VLV 5240 1 EA 12X8 FTS420-SS SLV 13 .13-13 .60 595. 0000 595.00 FTS420-1360X8-SSFE ROMAC 5250 1 EA 8" MJXF GV O/R 4067-13 L/ACC 780.0000 780 .00 5260 1 EA 562S SCREW VB COMP IMPORT 42. 0000 42 .00 5270 1 EA 8" STAR GRIP MJ REST PVC 4008 41.0000 41 .00 5280 1 EA 8" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 23 .00 5290 1 EA 8" FLG ACC KIT FF 1/8" RR 12.5000 12 .50 Package Sub-total: 1,493 .50 82) 12" X 10" TAP SLV & VLV 5330 1 EA 12X10 FTS420SS SLV 13 .13-13.60 806. 0000 806.00 W/304SS B&N FTS420-1360X10-SS 5340 1 EA 10" MJXF GV O/R 4067-13 L/ACC 1,240. 0000 1,240 .00 5350 1 EA 5625 SCREW VB COMP IMPORT 42 .0000 42 .00 5360 1 EA 10" STAR GRIP MJ REST PVC 4010 81.0000 81.00 5370 1 EA 10" MJ ACC L/GLAND W/BLUE BOLT 32.0000 32 .00 5380 1 EA 10" FLG ACC KIT FF 1/8" RR 22 .5000 22 .50 Package Sub-total: 2,223 .50 83) 12" X 12" TAP SLV & VLV 5420 1 EA 12X12 FTS420SS SLV 13 .13-13.60 875.0000 875.00 W/304SS B&N FTS420-1360X12-SS 5430 1 EA . 12" MJXF GV O/R 4067-13 L/ACC 1,525.0000 1,525 .00 5440 1 EA 562S SCREW VB COMP IMPORT 42.0000 42 .00 5450 1 EA 12" STAR GRIP MJ REST PVC 4012 82.0000 82 .00 5460 1 EA 12" MJ ACC L/GLAND W/BLUE BOLT 34.0000 34 .00 5470 1 EA 12" FLG ACC KIT FF 1/8" RR 24.5000 24.50 Package Sub-total: 2,582 .50 84) 16" X 4" TAPPING SLV & VLV 5510 1 EA 16X4 FTS420-SS SLV 17.33-17.87 459.0000 459.00 W/304SS B&N FTS420-1787X4-SS 5520 1 EA 4" MJXF GV O/R 4067-13 L/ACC 398 .0000 398 . 00 5530 1 EA 5625 SCREW VB COMP IMPORT 42.0000 42 .00 5540 1 EA 4" STAR GRIP MJ REST PVC 4004 23 .0000 23 .00 5550 1 EA 4" MJ ACC L/GLAND W/BLUE BOLTS 18.5000 18 .50 5560 1 EA 4" FLG ACC KIT FF 1/8" RR 6.5000 6.50 Package Sub-total: 947.00 85) 16" X 6" TAPPING SLV & VLV 5600 1 EA 16X6 FTS420-SS SLV 17.33-17.87 512.0000 512 . 00 W/304SS B&N FTS420-1787X6-SS 5610 1 EA 6" MJXF GV O/R 4067-13 L/ACC 490.0000 490. 00 5620 1 EA 562S SCREW VB COMP IMPORT 42 .0000 42.00 5630 1 EA 6" STAR GRIP MJ REST PVC 4006 29.0000 29. 00 5640 1 EA 6" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 23 . 00 5650 1 EA 6" FLG ACC KIT FF 1/8" RR 10.5000 10.50 --Pac1 105-0 86) 16" X 8" TAPPING SLV & VLV f 5690 1 EA 16X8 FTS420-SS SLV 17.33-17.87 632 .0000 632. 00 W/304SS B&N FTS420-1787X8-SS 5700 1 EA 8" MJXF GV O/R 4067-13 L/ACC 780.0000 780.00 5710 1 EA 562S SCREW VB COMP IMPORT 42 .0000 42 . 00 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions. Lei"M Ll 214455 IFT WORTH - WTR MAIN RPL CONTR 2016 5583329 9 26 16 12 5720 1 EA 8" STAR GRIP MJ REST PVC 4008 41. 0000 41.00 5730 1 EA 8" MJ ACC L/GLAND W/BLUE BOLTS 23 . 0000 23 . 00 5740 1 EA 8" FLG ACC KIT FF 1/8" RR 12.5000 12 .50 Package Sub-total: 1,530.50 87) 16" X 10" TAP SLV & VLV 5780 1 EA 16X10 FTS420SS SLV 17.33-17.87 855.0000 855.00 W/304SS B&N FTS420-1787X10-SS 5790 1 EA 10" MJXF GV O/R 4067-13 L/ACC 1,240.0000 1,240.00 5800 1 EA 5625 SCREW VB COMP IMPORT 42 .0000 42.00 5810 1 EA 10" MJ ACC L/GLAND W/BLUE BOLT 32.0000 32.00 5820 1 EA 10" STAR GRIP MJ REST PVC 4010 81. 0000 81.00 5830 1 EA 10" FLG ACC KIT FF 1/8" RR 22.5000 22 .50 Package Sub-total: 2,272 .50 88) 16" X 12" TAP SLV & VLV 5870 1 EA 16X12 FTS420SS SLV 17.33-17.87 971.0000 971.00 W/304SS B&N FTS420-1787X12-SS 5880 1 EA 12" MJXF GV O/R 4067-13 L/ACC 1,525.0000 1,525.00 5890 1 EA 5625 SCREW VB COMP IMPORT 42.0000 42 .00 5900 1 EA 12" STAR GRIP MJ REST PVC 401282 .0000 82 .00 5910 1 EA 12" MJ ACC L/GLAND W/BLUE BOLT 34.0000 34.00 5920 1 EA 12" FLG ACC KIT FF 1/8" RR 24.5000 24.50 Package Sub-total: 2,678.50 T _ 89) 16" X 16" TAP SLV & VLV 5960 1 EA 16X16 FTS420 SLV 17.33-17.87 1,275.0000 1,275. 00 FTS420-1787X16 ROMAC 5970 1 EA 16" MJXF GV O/R 7572 L/ACC 4, 900.0000 4, 900.00 5980 1 EA 5625 SCREW VB COMP IMPORT 42 .0000 42 .00 5990 1 EA 16" MJ ACC L/GLAND W/BLUE BOLT 53 .0000 53. 00 6000 1 EA 16" STAR GRIP MJ REST PVC 4016 178 .0000 178 . 00 6010 1 EA 16" FLG ACC KIT FF 1/8"_ RR 48 .5000 48.50 6020 1 EA 16X1 CC 202NS SDL 17.40-18. 90 118.0000 118.00 6030 1 EA 1" CORP STOP CCXFLR F600-4-NL 42.0400 42. 04 NO LEAD 6040 60 FT 1X60' TYPE K COPPER TUBING 3 .8400 230.40 6050 1 EA 1" BALL VLV FLRXFIP NO LEAD 83 .0000 83.00 B21-444W-NL 6060 2 EA 12X48X72 POLY PAD TRYMER200L 425 .0000 850. 00 6070 1 EA 32" PAMREX R&C MARKED WATER 702 .0000 702. 00 Package Sub-total: 8,521.94 s ' 90) 20"X8" TAP SLV & VLV 6110 1 EA 20X8 FTS420-SS SLV 21.51-22 .15 687.0000 687. 00 FTS420-2215X8-SSFE ROMAC 6120 1 EA 8" MJXF GV O/R 4067-13 L/ACC 780.0000 780 .00 6130 1 EA 562S SCREW VB COMP IMPORT 42.0000 42 . 00 -0"0Q=_ ---- 4 -. 60 6150 1 EA 8" MJ ACC L/GLAND W/BLUE BOLTS 23 . 0000 23 .00 6160 1 EA 8" FLG ACC KIT FF 1/8" RR 12 .5000 12.50 Package Sub-total: 1,585.50 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions. ® ® ® ® 0 1 ® ® ® ® ® ® ■ 1 214455 FT WORTH - WTR MAIN RPL CONTR 2016 5583329 9/26/116713 11J 1111 ® ® 1 ■ ■ ® ■ ■ ® I ■ ■ 91) 21"X8" TAP SLV & VLV TAPPING SLEEVE BY OTHERS 6220 1 EA 8" MJXF GV O/R 4067-13 L/ACC 780.0000 780.00 6230 1 EA 562S SCREW VB COMP IMPORT 42 .0000 42 .00 6240 1 EA 8" STAR GRIP MJ REST PVC 4008 41 .0000 41.00 6250 1 EA 8" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 23 .00 6260 1 EA 8" FLG ACC KIT FF 1/8" RR 12 .5000 12 .50 Package Sub-total: 898 .50 92) 24X6 TAP SLV & VLV 6300 1 EA 24X6 FTS420SS SLV 25.71-26.41 608 .0000 608.00 6310 1 EA 6" MJXF GV O/R 4067-13 L/ACC 490.0000 490.00 6320 1 EA 562S SCREW VB COMP IMPORT 42 .0000 42 .00 6330 1 EA 6" STAR GRIP MJ REST PVC 4006 29 .0000 29. 00 6340 1 EA 6" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 23 .00 6350 1 EA 6" FLG ACC KIT FF 1/8" RR 10 .5000 10.50 Package Sub-total: 1,202 .50 C 93) 24X8 TAP SLV & VLV 6390 1 EA 24X8 FTS420SS SLV 25.71-26.41 789 .0000 789.00 6400 1 EA 8" MJXF GV O/R 4067-13 L/ACC 780.0000 780.00 6410 1 EA 562S SCREW VB COMP IMPORT 42 .0000 42 .00 _ 6420 1 EA 8" STAR GRIP MJ REST PVC 4008 41.0000 41. 00 6430 1 EA 8" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 23 .00 6440 1 EA 8" FLG ACC KIT FF 1/8" RR 12 .5000 12 .50 Package Sub-total: 1,687 .50 94) 24X10 TAP SLV & VLV 6480 1 EA 24X10 FTS420SS SLV 25.71-26.41 1, 052 .0000 1,052 .00 6490 1 EA 10" MJXF GV O/R 4067-13 L/ACC 1,240.0000 1,240. 00 6500 1 EA 5625 SCREW VB COMP IMPORT 42 .0000 42 .00 6510 1 EA 10" STAR GRIP MJ REST PVC 4010 81.0000 81. 00 6520 1 EA 10" MJ ACC L/GLAND W/BLUE BOLT 32 .0000 32.00 6530 1 EA 10" FLG ACC KIT FF 1/8" RR 22 .5000 22 .50 Package Sub-total: 2,469.50 95) 24X12 TAP SLV & VLV 6570 1 EA 24X12 FTS420SS SLV 25.71-26.41 1,265.0000 1,265. 00 6580 1 EA 12" MJXF GV O/R 4067-13 L/ACC 1,525 .0000 1,525 . 00 6590 1 EA 562S SCREW VB COMP IMPORT 42 .0000 42 .00 6600 1 EA 12" STAR GRIP MJ REST PVC 4012 82 .0000 82 .00 6610 1 EA 12" MJ ACC L/GLAND W/BLUE BOLT 34.0000 34.00 6620 1 EA 12" FLG ACC KIT FF 1/8" RR 24.5000 24.50 Package Sub-total: 2,972.50 96) 24" X 16" TAP SLV & VLV r 6660 1 EA 24X16 FTS420SS SLV 25.71-26.41 1, 676.0000 1,676.00 --6-6-7-0_ _ . . __1-_E =Ns"--M-JXF=G�(Yf R=7- =2=x,�A 4 50 0 990-0---- 6680 90-0-6680 1 EA 16" FLG ACC KIT FF 1/8" RR 48 .5000 48.50 6690 1 EA 16" STAR GRIP MJ REST PVC 4016 178 .0000 178.00 6700 1 EA 16" MJ ACC L/GLAND W/BLUE BOLT 53 .0000 53 .00 6710 1 EA 16X1 CC 202NS SDL 17.40-18 .90 118 .0000 118.00 6720 1 EA 1" CORP STOP CCXFLR F600-4-NL 42 .0400 42 .04 NO LEAD 6730 60 FT 1X60 ' TYPE K COPPER TUBING 3 .8400 230.40 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions. 21445-9 FT WORTH - WTR MAIN RPL CONTR 2016 5583329 7912 6 16 14 67401 EA 1" BALL VLV FLRXFIP NO LEAD 83 . 0000 83.00 " B21-444W-NL 6750 2 EA 12X48X72 POLY PAD TRYMER200L 425. 0000 850.00 7 6760 i EA 32" PAMREX R&C MARKED WATER 702 . 0000 702 .00 Package Sub-total: 8,880.94 97) 241IX24" TAP SLV & VLV 6790 1 EA 24X24 FTS420 SLV 25.71-26.41 2, 693 . 0000 2, 693 .00 _ FTS420-2641X24 6800 1 EA 24" MJ GV O/R 7571 W/SPUR GEAR 16,500 .0000 16, 500.00 L/ACC 6810 1 EA 24" FLG ACC KIT FF 1/8" RR 171.0000 171.00 6820 1 EA 24" STAR GRIP MJ REST PVC 4024 316.0000 316.00 6830 1 EA 24" MJ ACC L/GLAND._W/BLUE BOLT 68 .0000 68 .00 6840 1 EA 24X1 CC 202NS SDL 24.30-25.90 216.0000 216.00 6850 1 EA 1" CORP STOP CCXFLR F600-4-NL 42 .0400 42 .04 NO LEAD 6860 60 FT 1X60' TYPE K COPPER TUBING 3 .8400 230.40 6870 1 EA 1" BALL VLV FLRXFIP NO LEAD 83 .0000 83 .00 B21-444W-NL 6880 2 EA 12X48X72 POLY PAD TRYMER200L 425.0000 850. 00 6890 1 EA 32" PAMREX R&C MARKED WATER 702 .0000 702. 00 Package Sub-total: 21,871.44 98) 3/4" SERVICE TAP TO MAIN 6930 5 EA 4X3/4 CC 101NS SDL 4.50-4.80 26.7200 133 .60 6940 5 EA 6X3/4 CC 101NS SDL 6.63-6.90 30.9500 154.75 6950 20 EA 8X3/4 CC 101NS SDL 8.63-9.05 36.7100 734.20 6960 10 EA 10X3/4CC 101NS SDL 10. 00-11.10 40.7800 407.80 6970 10 EA 12X3/4CC 10INS SDL 12 . 00-13 .20 47.1800 471.80 6980 50 EA 3/4" CORP STOP CCXFLR NO LEAD 27.5100 1,375.50 i F600-3-NL Package Sub-total: 3,277.65 99) 3/4" SERVICE LINE 7020 100 FT 3/4X100 ' TYPE K COPPER TUBING 2 . 6000 260. 00 100) 1" SERVICE TAP TO MAIN 7060 5 EA 4X1 CC 101NS SDL 4.50-4.80 27. 0600 135.30 7070 5 EA 6X1 CC 101NS SDL 6.63-6.90 30. 9500 154.75 7080 20 EA 8X1 CC 101NS SDL 8 .63-9. 05 36. 7100 734.20 7090 10 EA 10X1 CC 101NS SDL 10.00-11.10 40. 7800 407.80 7100 10 EA 12X1 CC 101NS SDL 12 .00-13 .20 47.1600 471.60 7110 50 EA 1" CORP STOP CCXFLR F600-4-NL 42 .0400 2,102.00 NO LEAD Package Sub-total: 4,005.65 - _.. -- - _1D1-)-1"GER-V-ICE-L-IN E-------- - -- -- --- -- -- - - - 7150 100 FT 1X100 ' TYPE K COPPER TUBING 3 .8400 384.00 102) 1" PRIVATE SERVICE LINE 7190 100 FT 1" SCH40 PVC PIPE BE .5000 50.00 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote pricesare subject to review,based on current market conditions RiR(`NF.IV 214455 1FOT WORTH - WTR MAIN RPL CO TR 20161 5583329 9/26/16 15 7200 1 EA PP16 PINT PURPLE PRIMER 14.5000 14.50 7210 1 EA 1PT WEATHER PROOF CEMENT WET16 14.5000 14.50 Package Sub-total: 79 .00 103) 1" BORED SERVICE LINE 7250 60 FT 1X60 ' TYPE K COPPER TUBING 3 .8400 230.40 104) 1-1/2" SRVC TAP TO MAIN 7290 5 EA 4X1-1/2 IP 202NS SDL 4.50-4.80 49 .7300 248 .65 7300 5 EA 6X1-1/2 IP 202NS SDL 6.63-6.90 57.0000 285.00 7310 20 EA 8X1-1/2 IP 202NS SDL 8.63-9 .05 65. 0500 1, 301 .00 7320 5 EA 10X1-1/2 IP 202NS 10 . 00-11.10 79.4200 397.10 7330 10 EA 12X1-1/2 IP 202NS 12 .00-13 .20 91.8700 918 .70 7340 5 EA 16X1-1/2 IP 202NS 17 .40-18. 90 125. 6600 628 .30 7350 50 EA 1-1/2 BALL CORP MIPXFLR 128 .9600 6,448.00 NO LEAD FB700-6-NL Package Sub-total: 10,226.75 105) 1-1/2 WTR SVC LINE 7390 60 FT 1-1/2X60 ' TYPE K COPPER TUBING 6 .7100 402.60 106) 1-1/2 PRIVATE SVC LINE 7430 50 FT 1-1/2" SCH40 PVC PIPE BE .7500 37.50 7440 1 EA PP16 PINT PURPLE PRIMER 14.5000 14.50 7450 1 EA 1PT WEATHER PROOF CEMENT WET16 14.5000 14.50 Package Sub-total: 66.50 107) 1-1/2 BORED SVC LINE 7490 60 FT 1-1/2X60 ' TYPE K COPPER TUBING 6.7100 402 .60 108) 2" SERVICE TAP TO MAIN 7530 5 EA 4X2 IP 202NS SDL 4.50-4.80 50.5900 252 .95 7540 5 EA 6X2 IP 202NS SDL 6.63-6.90 57.6500 288.25 7550 20 EA 8X2 IP 202NS SDL 8 .63-9.05 70.5900 1,411.80 7560 5 EA 10X2 IP 202NS SDL 10. 00-11.10 80.0000 400. 00 7570 10 EA 12X2 IP 202NS SDL 12. 00-13 .20 92 .9400 929 .40 7580 5 EA 16X2 IP 202NS SDL 17.40-18.90 127.0600 635.30 7590 50 EA 2" BALL CORP MIPXFLR NO LEAD 225.2900 11,264.50 FB700-7-NL Package Sub-total: 15,182.20 109) 2" WTR SERVICE LINEINE -763-0- _1�0-_-ET-_2X4-0_�T-Y-PE--I_COP_PER-.T-.UBIN ------10-3-700 ----- ---- 1-244:40 Package Sub-total: 1,244.40 110) 2" PRIVATE SVC LINE 7670 100 FT 2" SCH40 PVC PIPE BE 1.0000 100. 00 7680 1 EA PP16 PINT PURPLE PRIMER 14.5000 14.50 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions. • ° A • o � • • • ill• A ® � 111IM 214455 IFT WORTH - WTR MAIN RPL CONTR 2016 5583329 9 26 16 16 7690 1 EA 1PT WEATHER PROOF CEMENT WET16 14.5000 14.50 Package Sub-total: 129 .00 111) 2" BORED SVC LINE 7730 80 FT 2X40 ' TYPE K COPPER TUBING 10.3700 829.60 Package Sub-total: 829 .60 112) CLASS A METER BOX 7770 25 EA DFW37C-12-1EPA-FTW FORT WORTH 88 .0000 2,200.00 113) CLASS B METER BOX 7810 25 EA 2" METER BOX BODY FT WORTH 228 . 0000 5, 700.00 PMSBCF1527-12 7820 25 EA METER BOX LID FT WORTH NIC NIC PMSBCIS27-LID-4 Package Sub-total: 5,700 .00 114) CLASS C METER BOX 7860 10 EA DUAL METER BOX BODY FT WORTH 138.0000 1,380.00 PMSBCF1416-12 7870 10 EA METER BOX LID FT WORTH NIC NIC PMSBC1416-LID-1 115) 1" MULTIPLE SVC BRANCH 7910 1 EA 1X3/4X7-1/2 U BRANCH FLRXMIP 41.6300 41.63 NO LEAD UA28-43-65-NL Package Sub-total: 41.63 116) 1-1/2" MULT SVC BRANCH 7950 1 EA #Y22-246 1-1/2" X 1" FLARE 77.5000 77.50 WYE BRANCH NL Package Sub-total: 77.50 117)2" MULT SERVICE BRANCH 8000 1 EA ##Y22-247 2" X 1" FLARE WYE 80.0000 80.00 BRANCH NL Package Sub-total: 80.00 118)2" TEMPORARY WATER 8050 21 FT 2" SCH40 GALV STEEL PIPE TLC 3 .7500 78 .75 —-8-0-6-0 - 1--_-EZ —24 X3-/- "—GALV—T-E ----- - r3 -070-0—— 8070 1 EA 3/4 CORP STOP MIPXGJC NO LEAD 29.5800 29.58 F1100-3-G-NL 8080 100 FT 3/41IX100' CTS PE TUBING 20OPSI .3100 31.00 8090 1 EA 3/4" CPLG GJCXGJC C44-33-G-NL 18.0000 18 .00 NO LEAD 8100 3 EA 3/4" SS CTS INSERT I-51 1.4500 4.35 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions. 214455FT WORTH - WTR MAIN RPL CONTR 2016L 5583329 9/26_/16 "17 Package Sub-total: 175 .18 119) 3" METER W/BYPASS 8140 90 FT 4" TJ DIP PR350 19.6800 1, 771 .20 8150 10 EA 4X2 IP 202B SDL 5.10-5.40 100.9200 1, 009.20 202B-540-IP7 FORD 8160 10 EA 21IX3/4" BRASS HEX BUSH NO LEAD 21.0000 210 . 00 8170 10 EA 2" BALL CORP MIPXFLR NO LEAD 225.2900 2,252 . 90 FB700-7-NL 8180 10 EA 2" CPLG FLRXFLR 90 L22-77-NL 157.0000 1, 570 . 00 NO LEAD 8190 10 EA 2" ADPT FLRXMIP C28-77-NL 118 .0000 1, 180 . 00 NO LEAD 8200 10 EA 2" THD BRASS GV NO LEAD 42.5000 425 . 00 8210 100 FT 2X20 ' TYPE K SOFT COPPER TUBE 11.5900 1, 159 . 00 8220 10 EA 4" MJ GV O/R 4067-01 L/ACC 398 .0000 3, 980 . 00 8230 10 EA 562S SCREW VB COMP IMPORT 42 .0000 420. 00 8240 5 EA 41IX3" MJXFLG REDUCER C153 114.0000 570 . 00 8250 5 EA 41IX3" FLG CPLG ADPT 4 .50-4.81 158 .0000 790 . 00 FCA501-4.81-3 ROMAC 8260 10 EA 4" FLG ACC KIT FF 1/8" RR 6.5000 65 . 00 8270 5 EA 2"X4" BRASS NIPPLE 19.0000 95 . 00 8280 5 EA 2" BRASS PLUG CORED NO LEAD 16.0000 80.00 8290 5 EA 3/4"X4" BRASS NIPPLE 5 .7500 28 .75 8300 5 EA 3/4" THD BRASS GATE VLV 13 . 0000 65 . 00 NO LEAD 8310 5 EA 3/4" BRASS PLUG CORED NO LEAD 6. 0000 30. 00 8320 35 EA 4" STAR GRIP MJ REST DIP 3000 20. 0000 700. 00 8330 10 EA 4" STAR GRIP MJ REST PVC 4004 23 .0000 230. 00 8340 45 EA 4" MJ ACC L/GLAND W/BLUE BOLTS 18 .5000 832 .50 8350 5 EA 4" MJ LONG SLEEVE C153 37.0000 185.00 Package Sub-total: 17,648.55 METER & STRAINER - BY CITY VAULT & HATCH - BY OTHERS 120) 4" METER W/BYPASS 8410 90 FT 4" TJ DIP PR350 19.6800 1, 771.20 8420 10 EA 4X2 IP 202B SDL 4.80-5 . 10 102.9400 1, 029 .40 202B-510-IP7 FORD 8430 10 EA 21IX3/4" BRASS HEX BUSH NO LEAD 21. 0000 210.00 8440 10 EA 2" BALL CORP MIPXFLR NO LEAD 225.2900 2,252 .90 FB700-7-NL 8450 10 EA 2" CPLG FLRXFLR 90 L22-77-NL 157. 0000 1,570 .00 NO LEAD 8460 10 EA 2" ADPT FLRXMIP C28-77-NL 118 .0000 1,180 .00 NO LEAD 8470 10 EA 2" THD BRASS GV NO LEAD 42 .5000 425. 00 8480 100 FT 2X20' TYPE K SOFT COPPER TUBE 11.5900 1,159 .00 8490 10 EA 4" MJ GV O/R 4067-01 L/ACC 398 .0000 3,980 .00 8500 10 EA 562S SCREW VB COMP IMPORT 42 .0000 420.00 8510 5 EA 4" MJXFLG ADPT C153 40. 0000 200 .00 8520 5 EA 4" FLG CPLG ADPT 4.50-4 .81 167.0000 835 .00 FCA501-4.81 ROMAC 8530 10 EA 4" FLG ACC KIT FF 1/8" RR 6.5000 65 .00 8540 5 EA 2"X4" BRASS NIPPLE 19.0000 95.00 8550 5 EA 2" BRASS PLUG CORED NO LEAD 16.0000 80.00 8560 5 EA 3/41IX4" BRASS NIPPLE 5.7500 28 .75 -5-_EA =3-- " THD-B RAS$-GA-T-E=V-1�V ----- - --- l� 0 0 00 ------- 6-5-0.0- NO LEAD 8580 5 EA 3/4" BRASS PLUG CORED NO LEAD 6.0000 30.00 8590 40 EA 4" STAR GRIP MJ REST DIP 3000 20.0000 800 .00 8600 10 EA 4" STAR GRIP MJ REST PVC 4004 23 . 0000 230 .00 8610 50 EA 4" MJ ACC L/GLAND W/BLUE BOLTS 18.5000 8620 925 .00 10 EA 4" MJ LONG SLEEVE C15337.0000 370 .00 I ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions 17MZHM9 214455 FT WORTH - WTR MAIN RPL CONTR 2016 5583329 9 26 16 20 9740 1 EA 2" DBL CHK BFP 007M1QT 292 . 0000 292 .00 Package Sub-total: 830.00 127) 3/4" SERVICE RELOCATE 9780 5 EA 3/4" ADPT FLRXMIP C28-33-NL 34.3800 171.90 NO LEAD 9790 5 EA 3/4" CPLG FLRXFLR C22-33-NL 16.1900 80.95 NO LEAD r 9800 5 EA 5/8X3/4 MSNX3/4 MIP MTR CPLG 9.3500 46.75 NO LEAD C38-23-2-5-NL 9810 60 FT 3/4X60' TYPE K COPPER TUBING 3 .2500 195.00 Package Sub-total: 494 .60 128) 1" SERVICE RELOCATE 9860 5 EA 1" ADPT FLRXMIP C28-44-NL 18.2900 91.45 NO LEAD 9870 5 EA 1" CPLG FLRXFLR C22-44-NL 28 .4400 142.20 NO LEAD 9880 5 EA 111X3/4" BRASS HEX BUSH NO LEAD 4.0000 20.00 9890 5 EA 5/8X3/4 MSNX3/4 MIP MTR CPLG 9.3500 46.75 NO LEAD C38-23-2-5-NL 9900 60 FT 1X60' TYPE K COPPER TUBING 3 .8400 230.40 Package Sub-total: 530 .80 129) 1-1/2" SERVICE RELOCATE 9940 5 EA 1-1/2" BRASS OVAL MTR FLG LEAD 38.5000 192 ,50 FREE 9950 5 EA OVAL METER FLANGE BOLT&NUT NIC NIC 9960 5 EA 1-1/2 DROP-IN METER GSKT NIC NIC 9970 5 EA 1-1/2" ADPT FLRXMIP C28-66-NL 56.0000 280. 00 NO LEAD 9980 5 EA 1-1/2" CPLG FLRXFLR C22-66-NL 83 .0000 415,00 NO LEAD 9990 60 FT 1-1/2X60' TYPE K COPPER TUBING 6.7100 402 .60 Package Sub-total: 1,290.10 130) 2" SERVICE RELOCATE 0030 5 EA 2 BRASS OVAL MTR FLG LEAD FREE 42.5000 212 .50 0040 5 EA OVAL METER FLANGE BOLT&NUT NIC NIC 0050 5 EA 2" DROP-IN METER GSKT NIC NIC 0060 5 EA 2" CPLG FLRXFLR C22-77-NL 136.0000 680 .00 NO LEAD 10070 40 FT 2X40 ' TYPE K COPPER TUBING 10.3700 414 .80 Package -total: 1,307.30 k 131) 3/4"-2" WTR SVC CUT & PLG 0110 2 EA 3/4" SOLID COPPER DISC DISC-3 1.5200 3 .04 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions MCNEW 4 All 11111a 214455 FT WORTH - WTR MAIN RPL CONTR 20167_!5��583329 1! 9 26 16 21 M Ulm, 0120 4 EA 1" SOLID COPPER DISC DISC-4 2.4000 9.60 „-- 0130 2 EA 1-1/2" SOLID COPPER DISC-6 5.5000 11.00 0140 2 EA 2" SOLID COPPER DISC DISC-7 6.6000 13 .20 Package Sub-total: 36.84 132) 4-12" WTR PRESSURE PLUG 0180 2 EA 4" MJ CAP C153 15.1800 30.36 0190 2 EA 6" MJ CAP C153 27.0000 54 .00 0200 2 EA 8" MJ CAP C153 45.0000 90.00 0210 2 EA 10" MJ CAP C153 56.8000 113 .60 0220 2 EA 12" MJ CAP C153 84.9300 169.86 0230 2 EA 4" STAR GRIP MJ REST PVC 4004 23.0000 46.00 0240 2 EA 4" MJ ACC L/GLAND W/BLUE BOLTS 18 .5000 37.00 0250 2 EA 6" STAR GRIP MJ REST PVC 4006 29.0000 58 .00 0260 2 EA 6" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 46.00 0270 2 EA 8" STAR GRIP MJ REST PVC 4008 41.0000 82 .00 0280 2 EA 8" MJ ACC L/GLAND W/BLUE BOLTS 23 .0000 46.00 0290 2 EA 10" STAR GRIP MJ REST PVC 4010 81.0000 162 .00 0300 2 EA 10" MJ ACC L/GLAND W/BLUE BOLT 32 .0000 64 . 00 0310 2 EA 12" STAR GRIP MJ REST PVC 4012 82 .0000 164.00 s 0320 2 EA 12" MJ ACC L/GLAND W/BLUE BOLT 34.0000 68. 00 Package Sub-total: 1,230.82 133) 16-24" WTR PRESSURE PLUG 0360 2 EA 16" MJ CAP C153 177.0000 354. 00 0370 1 EA 18" MJ CAP C153 178 .1200 178 .12 0380 1 EA 20" MJ CAP C153 230.3700 230.37 0390 1 EA 24" MJ CAP C153 316.3400 316.34 0400 1 EA 16" STAR GRIP MJ REST PVC 4016 178 .0000 178 .00 0410 1 EA 16" MJ ACC L/GLAND W/BLUE BOLT 53 . 0000 53 .00 0420 1 EA 18" STAR GRIP MJ REST PVC 4018 223 .0000 223 . 00 0430 1 EA 18" MJ ACC L/GLAND W/BLUE BOLT 62 . 0000 62 . 00 0440 1 EA 20" STAR GRIP MJ REST PVC 4020 277.0000 277.00 0450 1 EA 20" MJ ACC L/GLAND W/BLUE BOLT 66.0000 66.00 0460 1 EA 24" STAR GRIP MJ REST PVC 4024 316.0000 316. 00 0470 1 EA 24" MJ ACC L/GLAND W/BLUE BOLT 68.0000 68 . 00 Package Sub-total: 2,321,83 134-183) BY OTHERS 184) 6" DIP SWR 0530 50 FT 6" TJ DIP P401 PR350 25 .2800 1,264.00 0540 2 EA 6" CPLG AC/DIXCI/PVC 51-66RC 43 .5000 87. 00 STRONG BACK 0550 1 RL 181IX200 ' POLYWRAP 58. 0000 58 . 00 0560 1 EA 21IX100 ' POLY TAPE 4.5000 4 .50 Package Sub-total: 1,413 .50 185) 6" PVC SEWER 0600 50 FT 6" SDR26 PVC HW SEWER PIPE 2 .3700 118 .50 186) 8" DIP SWR ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions 3IDCNEW f 214455 FT WORTH - WTR MAIN RPL CONTR 2016 5583329 9 26 16 22 70640 50 FT 8" TJ DIP P401 PR350 32 .5800 1, 629.00 0650 2 EA 8" CPLG AC/DIXCI/PVC 51-88RC 64.5000 129.00 STRONG BACK 0660 1 EA 29X200 BLK POLYWRAP 8MIL 78 . 0000 78.00 0670 1 EA 21IX100' POLY TAPE 4.5000 4.50 Package Sub-total: 1,840.50 187) 8" PVC SWR 0710 50 FT 8" SDR26 PVC HW SEWER PIPE 3 .2500 162 .50 188) 10" DIP SWR 0750 50 FT 10" TJ DIP P401 PR350 40.8200 2,041.00 0760 2 EA 10" CPL AC/DIXCI/PVC 51-101ORC 101.5000 203 .00 STRONG BACK 0770 1 EA 29X200 BLK POLYWRAP 8MIL 78.0000 78.00 0780 1 EA 21IX100 ' POLY TAPE 4.5000 4.50 Package Sub-total: 2,326 .50 189) 10" PVC SEWER 0820 50 FT 10" SDR26 PVC HW SEWER PIPE 5 .1100 255.50 190) 12" DIP SWR 0860 50 FT 12" TJ DIP P401 PR350 49 .5400 2,477.00 108 70 2 EA 12" AC/DIXCI/PVC 51-1212RC 166.5000 333 .00 STRONG BACK 0880 1 EA 29X200 BLK POLYWRAP 8MIL 78 . 0000 78.00 0890 1 EA 21IX100 ' POLY TAPE 4.5000 4.50 Package Sub-total: 2,892.50 191) 12" PVC SEWER 0930 50 FT 12" SDR26 PVC HW SEWER PIPE 7.2900 364.50 192) 16" DIP SEWER 0970 50 FT 16" TJ DIP P401 PR250 67.3400 3,367. 00 0980 TK EA 18" CPL AC/DIXCI/PVC 51-1818RC 540.5000 151,880.50 STRONG BACK 0990 1 RL 371IX200' POLYWRAP 108 .0000 108.00 1000 2 EA 2"X100 ' POLY TAPE 4.5000 9.00 Package Sub-total: 155,364.50 193) 15" PVC SWR 1040- 50--FT--TS"-=Z_6_PVC-HW-SEWER PIPE 10.8100 540.50 194)4" PVC SEWER SERVICE 1080 25 FT 4" SDR26 PVC HW SEWER PIPE 1.2000 30.00 1090 2 EA 4" CPLG CI/PVCXCI/PVC 56-44RC 24.5000 49.00 STRONG BACK ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review,based on current market conditions MCNEW 214455 FT WORTH - WTR MAIN RPL CONTR 2016 5583329 9 26 16 23 Package Sub-total: 79.00 195) 6" PVC SEWER SERVICE 1130 25 FT 6" SDR26 PVC HW SEWER PIPE 2 .3700 59.25 1140 2 EA 6" CPLG CI/PVCXCI/PVC 56-66RC 43 .5000 87.00 STRONG BACK Package Sub-total: 146.25 196) 8" PVC SEWER SERVICE 1180 25 FT 8" SDR26 PVC HW SEWER PIPE 3 .2500 81.25 1190 2 EA 8" CPLG CI/PVCXCI/PVC 56-88RC 64 .5000 129.00. STRONG BACK Package Sub-total: 210.25 197-198) NO BID NOTE: THIS QUOTE REPRESENTS OUR INTERPRETATION OF MATERIAL THAT WE MAY FURNISH FOR THIS JOB. ACCURACY OF QUANTITIES, SIZES, AND OTHER DESCRIPTIONS IS NOT GUARANTEED. DUE TO MARKET CONDITIONS, PIPE MUST BE ORDERED BY 10/29/16, AND SHIPPED BY 11/29/16. TERMS: NET 30 DAYS PRICES ARE F.O.B. JOBSITE Subtotal: 1, 036,133 .35 Tax: .00 id Total: 1, 036,133 .35 Ent By W.K 9/26/16 11:05:19 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All material is quoted for shipment within 30 days of bid or quote date. After 30 days, ALL quote prices are subject to review, based on current market conditions MCNEW Ferguson Waterworks#1241 Deliver To: $'FERGUSON'Waterworks 13201 HARMON RD From: Alex Black V V 1 FORT WORTH,TX 76177-0000Comments: Phone:817-439-3517 Fax:817-439-3421 08:56:03 SEP 29 2016 Page 1 of 17 FERGUSON WATERWORKS#788 Price Quotation Phone: 817-439-3517 Fax: 817-439-3421 Bid No: B305369 Cust Phone: 817-293-1863 Bid Date: 09/29/16 Terms: NET 10TH PROX Quoted By: AJB Customer: CIRCLE C CONSTRUCTION CO Ship To: CIRCLE C CONSTRUCTION CO PO BOX 40328 PO BOX 40328 FORT WORTH,TX 76140 FORT WORTH,TX 76140 _ Cust PO#: FORT WORTH Job Name: 2016 WATER MAIN REPL Item Description Quantity Net Price UM Total 2016 WATER MAIN REPLACE PROJECT 100435 FT.WORTH,TX. BIDS 9/29/16 @ 1:30PM CITY OF FT.WORTH ADOLFO LOPEZ 817-392-7829 ITEM 3:4 PVC WATER DR14BPP 4 C900 DR14 PVC GJ BLUE PIPE 200 2.300 FT 460.00 SUBTOTAL 460.00 ITEM 4:6 PVC WATER DR14BPU 6 C900 DR14 PVC GJ BLUE PIPE 800 4.460 FT 3568.00 PD31051352737 3X1000 UG DET WTR BLUE 1 33.000 EA 33.00 SUBTOTAL 3601.00 ITEM 5:8 PVC WATER DR14BPX 8 C900 DR14 PVC GJ BLUE PIPE 1600 7.660 FT 12256.00 PD31051352737 3X1000 UG DET WTR BLUE 2 33.000 EA 66.00 SUBTOTAL 12322.00 ITEM 6:10 PVC WATER DR14BP10 10 C900 DR14 PVC GJ BLUE PIPE 400 11.670 FT 4668.00 SUBTOTAL 4668.00 _------_._.- . ..- ITEM_Z`12L'1LC-WLaTFR DR14BP12 12 C900 DR14 PVC GJ BLUE PIPE 400 16.460 FT 6584.00 SUBTOTAL 6584.00 ITEM 8: 16 PVC WATER DR18BP16 16 C905 DR18 CL235 PVC GJ BLUE PIPE 500 23.740 FT 11870.00 SUBTOTAL 11870.00 ITEM 9:24 PVC WATER _ DR18BP24 24 C905 DR18 CL235 PVC GJ BLUE PIPE 200 60.870 FT 12174.00 PD31051352737 3X1000 UG DET WTR BLUE 1 33.000 EA 33.00 SUBTOTAL 12207.00 'OFERGUSON"; Page 2 of 17 FERGUSON WATERWORKS#788 WG�tGYZUOY�CS Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: 8305369 Item Description Quantity Net Price UM Total ITEM 10:4 DIP WATER AFT350PP 4 CL350 CL DI FASTITE PIPE 100 16.210 FT 1621.00 APW1888 18X200 8 MIL POLYWRAP F/4-6 1 100.000 RL 100.00 PSPWT210 2X100 10 MIL PIPE WRAP TAPE 2 5.180 EA 10.36 SUBTOTAL 1731.36 ITEM 11:6 DIP WATER AFT350PU 6 CL350 CL DI FASTITE PIPE 100 13.200 FT 1320.00 SUBTOTAL 1320.00 ITEM 12:8 DIP WATER AFT350PX 8 CL350 CL DI FASTITE PIPE 100 17.610 FT 1761.00 APW2988 29X200 8 MIL POLYWRAP W/WHIT LABEL 1 125.000 RL 125.00 PSPWT210 2X100 10 MIL PIPE WRAP TAPE 2 5.180 EA 10.36 SUBTOTAL 1896.36 ITEM 13: 10 DIP WATER AFT350P10 10 CL350 CL DI FASTITE PIPE 100 23.860 FT 2386.00 SUBTOTAL 2386.00 ITEM 14: 12 DIP WATER AFT350P12 12 CL350 CL DI FASTITE PIPE 100 29.040 FT 2904.00 APW2988 29X200 8 MIL POLYWRAP W/WHIT LABEL 1 125.000 RL 125.00 PSPWT210 2X100 10 MIL PIPE WRAP TAPE 2 5.180 EA 10.36 SUBTOTAL 3039.36 ITEM 26: 16 DIP WATER AFT250P16 16 CL250 CL DI FASTITE PIPE 100 41.610 FT 4161.00 APW3788 37X200 8 MIL POLYWRAP F/14-18 1 175.000 RL 175.00 PSPWT210 2X100 10 MIL PIPE WRAP TAPE 2 5.180 EA 10.36 SUBTOTAL 4346.36 ITEM 16:24 DIP WATER AFT20OP24 24 CL200 CL DI FASTITE PIPE 100 68.500 FT 6850.00 APW5288 52X200 8 MIL POLYWRAP F/20-24 1 254.140 RL 254.14 PSPWT210 2X100 10 MIL PIPE WRAP TAPE 2 5.180 EA 10.36 SUBTOTAL 7114.50 ITEM 19:4 CARRIER PIPE AFR350PP 4 CL350 CL DI FLEX RNG PIPE 60 13.880 FT 832.80 APW1888 18X200 8 MIL POLYWRAP F/4-6 1 100.000 RL 100.00 PSPV T210 2X100 10 MIL PIPE WRAP TAPE 2 5.180 EA 10.36 SP-CSSSP10 4X10 SS CASING SPACER 9 37.500 EA 337.50 SP-HRESP10 4X10 RBBR END SEAL 2 27.500 EA 55.00 SUBTOTAL 1335.66 ITEM 20:6 CARRIER PIPE AFR350PU 6 CL350 CL DI FLEX RNG PIPE 60 18.390 FT 1103.40 CCCS69012 6X12 SS CASING SPACER F/DI 9 45.000 EA 405.00 SP-ES126 12X6 END SEAL 2 30.000 EA 60.00 ------ ---SUB-T-OT-A ITEM 21:8 CARRIER PIPE AFR350PX 8 CL350 CL DI FLEX RNG PIPE 60 23.870 FT 1432.20 APW2988 29X200 8 MIL POLYWRAP W/WHIT LABEL 1 125.000 RL 125.00 PSPWT210 2X100 10 MIL PIPE WRAP TAPE 2 5.180 EA 10.36 CCCS90514 8X14 SS CASING SPACER F/DI 9 50.000 EA 450.00 CCESX14 8X14 END SEAL 2 30.000 EA 60.00 SUBTOTAL 2077.56 ITEM 22: 10 CARRIER PIPE Page 3 of 17 0-FERGUSON"' FERGUSON WATERWORKS#788 Waterworks Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: B305369 Item Description Quantity Net Price UM Total AFR350P10 10 CL350 CL DI FLEX RNG PIPE 60 30.790 FT 1847.40 CCSS1016 10X16 SS CASING SPACER 9 55.000 EA 495.00 SP-CCES1610 16X10 END SEAL 2 31.250 EA 62.50 SUBTOTAL 2404.90 ITEM 23: 12 CARRIER PIPE AFR350P12 12 CL350 CL DI FLEX RNG PIPE 60 39.130 FT 2347.80 CCCS132020 12X20 SS CASING SPACER F/DI 9 60.000 EA 540.00 SP-2012ES 20X12 END SEAL 2 40.000 EA 80.00 SUBTOTAL 2967.80 ITEM 24: 16 CARRIER PIPE AFR250P16 16 CL250 CL DI FLEX RNG PIPE 60 60.320 FT 3619.20 APW3788 37X200 8 MIL POLYWRAP F/14-18 1 175.000 RL 175.00 PSPV T210 2X100 10 MIL PIPE WRAP TAPE 2 5.180 EA 10.36 SP-C24X16SPACER 24X16 SS SPACER 9 62.500 EA 562.50 CCES2416 24X16 END SEAL 2 43.750 EA 87.50 SUBTOTAL 4454.56 ITEM 25:24 CARRIER PIPE AFR20OP24 24 CL200 CL DI FLEX RNG PIPE 60 107.440 FT 6446.40 APW5288 52X200 8 MIL POLYWRAP F/20-24 1 254.140 RL 254.14 PSPWT210 2X100 10 MIL PIPE WRAP TAPE- 2 5.180 EA 10.36 SP-S12GN224X36 24X36 SS CASING SPACER 9 118.750 EA 1068.75 SP-ES3624 36X24 END SEAL 2 87.500 EA 175.00 SUBTOTAL 7954.65 ITEM 26: 16 STEEL OC STEEL PIPE BY OTHERS ITEM 27:20 STEEL OC STEEL PIPE BY OTHERS ITEM 28:24 STEEL OC STEEL CASING BY OTHERS ITEM 29:30 STEEL OC STEEL CASING BY OTHERS ITEM 30:36 STEEL OC STEEL CASING BY OTHERS ITEM 31: 16 STEEL BOTOC STEEL CASING BY OTHERS ITEM 32:20 STEEL BOTOC STEEL CASING BY OTHERS ITEM 33:24 STEEL BOTOC STEEL CASING BY OTHERS _ ---l=TE-M=340=S=TEEL-BQT-0- — -- - ---- - _ _ - - -- - - STEEL CASING BY OTHERS ITEM 35:36 STEEL BOTOC STEEL CASING BY OTHERS ITEM 36:4 GATE VALVE AFC2504MMLAOR 4 MJ RW DI OR GATE VLV L/A 20 335.030 EA 6700.60 SSLCE4 4 PVC WDG REST GLND*ONELOK 40 19.270 EA 770.80 IMJCBBGPP 4 MJ CORTEN BLUE BLT&GSKT PK 40 12.450 EA 498.00 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 20 51.000 EA 1020.00 10 Page 4 of 17 FERGUSON FERGUSON WATERWORKS#788 Waterworks Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: B305369 Item Description Quantity Net Price UM Total SUBTOTAL 8989.40 ITEM 37:6 GATE VALVE AFC2506MMLAOR 6 MJ RW DI OR GATE VLV L/A 25 427.760 EA 10694.00 SSLCE6 6 PVC WDG REST GLND*ONELOK 50 22.000 EA 1100.00 IMJCBBGPU 6 MJ CORTEN BLUE BLT&GSKT PK 50 17.870 EA 893.50 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 25 51.000 EA 1275.00 SUBTOTAL 13962.50 ITEM 38:8 GATE VALVE AFC2508MMLAOR 8 MJ RW DI OR GATE VLV L/A 25 680.760 EA 17019.00 SSLCE8 8 PVC WDG REST GLND*ONELOK 50 31.000 EA 1550.00 IMJCBBGPX 8 MJ CORTEN BLUE BLT&GSKT PK 50 24.100 EA 1205.00 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 25 51.000 EA 1275.00 SUBTOTAL 21049.00 ITEM 39: 10 GATE VALVE 'r AFC2510MMLAOR 10 MJ RW DI OR GATE VLV L/A 10 1061.210 EA 10612.10 SSLCE10 10 PVC WDG REST GLND*ONELOK 20 58.000 EA 1160.00 IMJCBBGP10 10 MJ CORTEN BLUE BLT&GSKT PK 20 26.230 EA 524.60 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 10 51.000 EA 510.00 SUBTOTAL 12806.70 ITEM 40: 12 GATE VALVE AFC2512MMLAOR 12 MJ RW DI OR GATE VLV UA 10 1342.820 EA 13428.20 SSLCE12 12 PVC WDG REST GLND*ONELOK 20 68.890 EA 1377.80 IMJCBBGPI2 12 MJ CORTEN BLUE BLT&GSKT PK 20 26.480 EA 529.60 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 10 51.000 EA 510.00 SUBTOTAL 15845.60 ITEM 41: 16 GATE VALVE CAST IN PLACE JCDPA80EHWTR 32 PAMREX WHOLE R&C WTR*Z 5 680.000 EA 3400.00 DSPP124872 12X48X72 STYRO POLY PAD 10 450.000 EA 4500.00 AFC2516MMLAOR 16 MJ RW DI OR GATE VLV L/A 5 4565.220 EA 22826.10 SSLCE16 16 PVC WDG REST GLND*ONELOK 10 147.190 EA 1471.90 IMJCBBGP16 16 MJ CORTEN BLUE BLT&GSKT PK 10 46.450 EA 464.50 MDR2S1740CCG 16X1 CC DBL SS STRP RLSN SDL 10 105.130 EA 1051.30 - MB25000NG LF 1 CC X FLR BALL CORP VLV 10 47.740 EA 477.40 KSOFTG100 1X100 K SOFT COP TUBE 100 370.440 C 370.44 MB25166NG LF 1 FLR X FIP BV W/LW 10 72.120 EA 721.20 SUBTOTAL 35282.84 ITEM 42:24 GATE VALVE CAST IN PLACE JCDPA80EHWTR 32 PAMREX WHOLE R&C WTR*Z 5 680.000 EA 3400.00 DSPP124872 12X48X72 STYRO POLY PAD 10 450.000 EA 4500.00 AFC2524MMLAOR 24 MJ RW DI OR GATE VLV L/A 5 14834.350 EA 74171.75 SSLCE24 24 PVC WDG REST GLND*ONELOK 10 261.440 EA 2614.40 IMJCBBGP24 24 MJ CORTEN BLUE BLT&GSKT PK 10 70.440 EA 704.40 SP-MDR2W2580CCG 24X1 DBL SS STRP RLSN SDL CC 10 190.330 EA 1903.30 MB25000NG LF 1 CC X FLR BALL CORP VLV 10 47.740 EA 477.40 KSOFTG100 1X100 K SOFT COP TUBE 100 370.440 C 370.44 MB25166NG LF 1 FLR X FIP BV W/LW 10 72.120 EA 721.20 = SUBTOTAL 88862.89 ITEM 43:4 CUT IN GATE VLV MJLSLAP 4X12 MJ C153 LONG SLV L/A 5 28.280 EA 141.40 AFC2504MMLAOR 4 MJ RW DI OR GATE VLV L/A 5 335.030 EA 1675.15 SSLCE4 4 PVC WDG REST GLND*ONELOK 20 19.270 EA 385.40 Page 5 of 17 , , OFERGUSON FERGUSON WATERWORKS#788 Waterworks Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: B305369 Item Description Quantity Net Price UM Total IMJCBBGPP 4 MJ CORTEN BLUE­BLT PK 20 12.450 EA 249.00 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 5 51.000 EA 255.00 SUBTOTAL 2705.95 ITEM 44:6 CUT IN GATE VLV MJLSLAU 6X12 MJ C153 LONG SLV L/A 5 47.420 EA 237.10 AFC2506MMLAOR 6 MJ RW DI OR GATE VLV L/A 5 427.760 EA 2138.80 SSLCE6 6 PVC WDG REST GLND*ONELOK 20 22.000 EA 440.00 IMJCBBGPU 6 MJ CORTEN BLUE BLT&GSKT PK 20 17.870 EA 357.40 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 5 51.000 EA 255.00 SUBTOTAL 3428.30 _ ITEM 45:8 CUT IN GATE VLV MJLSLAX 8X12 MJ C153 LONG SLV L/A 5 77.870 EA 389.35 AFC2508MMLAOR 8 MJ RW DI OR GATE VLV L/A 5 680.760 EA 3403.80 SSLCE8 8 PVC WDG REST GLND*ONELOK 20 31.000 EA 620.00 IMJCBBGPX 8 MJ CORTEN BLUE BLT&GSKT PK 20 24.100 EA 482.00 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 5 51.000 EA 255.00 SUBTOTAL 5150.15 ITEM 46: 10 CUT IN GATE VL MJLSLA10 10X12 MJ C153 LONG SLV L/A 5 92.660 EA 463.30 AFC2510MMLAOR 10 MJ RW DI OR GATE VLV L/A 5 1061.210 EA 5306.05 SSLCE10 10 PVC WDG REST GLND*ONELOK 20 58.000 EA 1160.00 IMJCBBGPI0 10 MJ CORTEN BLUE BLT&GSKT PK 20 26.230 EA 524.60 _ PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 5 51.000 EA 255.00 SUBTOTAL 7708.95 ITEM 47: 12 CUT IN GATE VL MJLSLA12 12X12 MJ C153 LONG SLV L/A 5 125.280 EA 626.40 AFC2512MMLAOR 12 MJ RW DI OR GATE VLV L/A 5 1342.820 EA 6714.10 SSLCE12 12 PVC WDG REST GLND*ONELOK 20 68.890 EA 1377.80 IMJCBBGP12 12 MJ CORTEN BLUE BLT&GSKT PK 20 26.480 EA 529.60 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 5 51.000 EA 255.00 SUBTOTAL 9502.90 ITEM 48: 16 CUT IN GATE VL CAST IN PLACE JCDPA80EHWTR 32 PAMREX WHOLE R&C WTR*Z 1 680.000 EA 680.00 DSPP124872 12X48X72 STYRO POLY PAD 2 450.000 EA 900.00 MJLSLA16 16X15 MJ C153 LONG SLV L/A 1 236.930 EA 236.93 AFC2516MMLAOR 16 MJ RW DI OR GATE VLV L/A 1 4565.220 EA 4565.22 SSLCE16 16 PVC WDG REST GLND*ONELOK 4 147.190 EA 588.76 IMJCBBGP16 16 MJ CORTEN BLUE BLT&GSKT PK 4 46.450 EA 185.80 _ MDR2S1740CCG 16X1 CC DBL SS STRP RLSN SDL 2 105.130 EA 210.26 MB25000NG LF 1 CC X FLR BALL CORP VLV 2 47.740 EA 95.48 KSOFTG60 1X60 K SOFT COP TUBE 60 370.440 C 222.26 MB25166NG LF 1 FLR X FIP BV W/LW 2 72.120 EA 144.24 SUBTOTAL 7828.95 ------------I-T-EM=49-24 CGUT-[N GA-T-E-V --- CAST IN PLACE JCDPA80EHWTR 32 PAMREX WHOLE R&C WTR*Z 1 680.000 EA 680.00 DSPP124872 12X48X72 STYRO POLY PAD 2 450.000 EA 900.00 8 AFC2524MMLAOR 24 MJ RW DI OR GATE VLV L/A 1 14834.350 EA 14834.35 SSLCE24 24 PVC WDG REST GLND*ONELOK 2 261.440 EA 522.88 IMJCBBGP24 24 MJ CORTEN BLUE BLT&GSKT PK 2 70.440 EA 140.88 SP-MDR2W2580CCG 24X1 DBL SS STRP RLSN SDL CC 2 190.330 EA 380.66 MB25000NG LF 1 CC X FLR BALL CORP VLV 2 47.740 EA 95.48 KSOFTG60 1X60 K SOFT COP TUBE 60 370.440 C 222.26 Page 6 of 17 . ,OFERGUSON FERGUSON WATERWORKS#788 Waterworks Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: 8305369 Item Description Quantity Net Price UM Total MB25166NG LF 1 FLR X FIP BV W/LW 2 72.120 EA 144.24 SUBTOTAL 17920.75 _ ITEM 57: DI FITTINGS<16 SP-TON PRICE PER TON****FITTINGS 10 3200.000 EA 32000.00 APW2988 29X200 8 MIL POLYWRAP W/WHIT LABEL 5 125.000 RL 625.00 PSPVVT210 2X100 10 MIL PIPE WRAP TAPE 10 5.180 EA 51.80 SUBTOTAL 32676.80 ITEM 58: DI FITTINGS>16 SP-TON PRICE PER TON"""FITTINGS 10 3300.000 EA 33000.00 APW3788 37X200 8 MIL POLYWRAP F/14-18 5 175.000 RL 875.00 PSPWT210 2X100 10 MIL PIPE WRAP TAPE 10 5.180 EA 51.80 SUBTOTAL 33926.80 ITEM 61: FIRE HYDRANT WWB67LAORSFTW 5-1/4 WB67 HYD 5'0 OR L/A FT WORTH 20 1706.270 EA 34125.40 SSLCE6 6 PVC WDG REST GLND*ONELOK 20 22.000 EA 440.00 IMJCBBGPU 6 MJ CORTEN BLUE BLT&GSKT PK 20 17.870 EA 357.40 RBHS BLUE TWO WAY HYD SPOTTER 20 4.310 EA 86.20 RREK EPDX KIT F/PAVEMENT RFLCT 5 26.270 EA 131.35 SUBTOTAL 35140.35 ITEM 62:STEM EXTENSION WWB6742 42 HYD EXT KIT 5-1/4 WB67 PACER 10 380.450 EA 3804.50 WWB6748 48 HYD EXT KIT 5-1/4 WB67 PACER 10 406.410 EA 4064.10 SUBTOTAL 7868.60 ITEM 63:SALVAGE FIRE HYD MJSCAPLAU 6 MJ C153 SLD CAP L/A 5 20.880 EA 104.40 SSLCE6 6 PVC WDG REST GLND*ONELOK 5 22.000 EA 110.00 IMJCBBGPU 6 MJ CORTEN BLUE BLT&GSKT PK 5 17.870 EA 89.35 SUBTOTAL 303.75 ITEM 64: 1 COMB AIR VALVE CAST IN PLACE JCDPA80EHWTR 32 PAMREX WHOLE R&C WTR*Z 1 680.000 EA 680.00 MDR2S12621PG 12X1 IP DBL SS STRP RLSN SDL 1 77.740 EA 77.74 GBRNGP LF 1X4 BRS NIP GBL 2 7.800 EA 15.60 IGTG 1 GALV MI 150#TEE 1 4.920 EA 4.92 GBRNGCL LF 1XCLOSE BRS NIP GBL 2 3.610 EA 7.22 PFXT30OG LF 1 BRS 200#THRD NRS GATE VLV 2 14.200 EA 28.40 A143C 1 COMB AIR RELEASE VLV 1 299.300 EA 299.30 GBRNGU LF 1X6 BRS NIP GBL 1 11.490 EA 11.49 SUBTOTAL 1124.67 ITEM 65:2 COMB AIR VALVE CAST IN PLACE JCDPA80EHWTR 32 PAMREX WHOLE R&C WTR*Z 1 680.000 EA 680.00 DSPP124872 12X48X72 STYRO POLY PAD 2 450.000 EA 900.00 MDR2S12621PK 12X2 IP DBL SS STRP RLSN SDL 1 89.060 EA 89.06 -MH10046NK-- - LF -MIP=kFIP=C-ORP S 1 =178:020--E ."F 17-8:02-- GBRNKCL LF 2XCLOSE BRS NIP GBL 3 10.800 EA 32.40 IBRLFTK LF 2 BRS TEE 1 36.570 EA 36.57 PFXT300K LF 2 BRS 200#THRD NRS GATE VLV 2 41.670 EA 83.34 GBRNKM LF 2X3 BRS NIP GBL 1 13.450 EA 13.45 A145C1 K 2 Cl COMB AIR RELEASE VLV 1 452.680 EA 452.68 IGS9K 2 GALV MI 150#ST 90 ELL 1 14.740 EA 14.74 GBRNKP LF 2X4 BRS NIP GBL 2 17.600 EA 35.20 IG15OUK LF 2 GALV MI 150#GJ UNION 2 22.790 EA 45.58 IGNKU 2X6 GALV STL NIP 1 6.330 EA 6.33 TAPBFPK 4X2 DI C110 125#TAP BLND FLG 1 46.000 EA 46.00 Page 7 of 17 %$,FERGUS0N"Waterworks Price WATERWORKS#788 Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: 8305369 Item Description Quantity Net Price UM Total FFPPU 4X6'0 FLGXFLG CL BT DI SPL 1 291.290 EA 291.29 F9P 4 DI 125#C110 FLG 90 BEND 1 62.460 EA 62.46 FFPPK 4X2'0 FLGXFLG CL BT DI SPL 1 143.110 EA 143.11 CFP 4 DI C110 125#THRD COMP FLG F/STL 1 25.990 EA 25.99 SSBS SS BUG SCRN 1 6.000 FT >,, 6.00 FBSS4SP 4 SS 304 FLG BLT SET 4 45.000 EA 180.00 CSPH14206C3B1 L08 14X20 UTIL ENC*Z 1 241.550 EA 241.55 SUBTOTAL 3563.77 ITEM 66:3 COMB AIR VALVE CAST IN PLACE JCDPA80EHWTR 32 PAMREX WHOLE R&C WTR*Z 1 680.000 EA 680.00 DSPP124872 12X48X72 STYRO POLY PAD 2 450.000 EA 900.00 SP-TAPBF24M 24X3 DI 125#C110 TAP BLIND FLG 1 689.290 EA 689.29 FBSS4S24 24 SS 304 FLG BLT SET 1 590.000 EA 590.00 IGNM12 3X12 GALV STL NIP 1 31.710 EA 31.71 GCICFM712 3X7-1/2 GALV Cl THRD COMP FLG 1 63.890 EA 63.89 r SP-AFC2503BLNFFF-M 3 FLG RW OL GATE VLV BVL GEAR 1 1501.430 EA 1501.43 FFPMG 3X1'0 FLGXFLG CL BT DI SPL 1 114.360 EA 114.36 S31700035408000 3X1 IP DBL SDL 2.97-3.54 1 53.110 EA 53.11 MH15025NG LF 1 MIP X FLR CORP ST 1 37.740 EA 37.74 KSOFTG100 1X100 K SOFT COP TUBE 100 370.440 C 370.44 MH15525NG LF 1 FLR X FLR 1/4 BEND COUP 1 41.050 EA 41.05 MB25166NG LF 1 FLR X FIP BV W1 LW 1 72.120 EA 72.12 A147C3M 3 COMB AIR RELEASE VLV 1 1070.010 EA 1070.01 F9PM 4X3 DI 125#C110 FLG 90 BEND 1 51.060 EA 51.06 FPPPG 4X1'0 FLGXPE CL BT DI SPL 1 78.520 EA 78.52 MJLSLAP 4X12 MJ C153 LONG SLV L/A 1 28.280 EA 28.28 SSLDE4 4 DI MJ WDG REST GLND*ONELOK 2 16.460 EA 32.92 IMJCBBGPP 4 MJ CORTEN BLUE BLT&GSKT PK 2 12.450 EA 24.90 FFPPU 4X6'0 FLGXFLG CL BT DI SPL 1 291.290 EA 291.29 F9P 4 DI 125#C110 FLG 90 BEND 1 62.460 EA 62.46 FFPPK 4X2'0 FLGXFLG CL BT DI SPL 1 171.730 EA 171.73 CFP 4 DI C110 125#THRD COMP FLG F/STL 1 54.440 EA 54.44 SSBS SS BUG SCRN 1 6.000 FT 6.00 FBSS4SP 4 SS 304 FLG BLT SET 4 45.000 EA 180.00 FBSS4SM 3 SS 304 FLG BLT SET 4 35.720 EA 142.88 CSPH14206C3B1L08 14X20 UTIL ENC*Z 1 241.550 EA 241.55 SUBTOTAL 7581.18 ITEM 67:4 BLOW OFF CAST IN PLACE JCDPA80EHWTR 32 PAMREX WHOLE R&C WTR*Z 1 680.000 EA 680.00 MJSHAP13 4X13 MJ C153 SWVL HYD ADPT 1 48.720 EA 48.72 AFC2504MMLAOR 4 MJ RW DI OR GATE VLV L/A 2 335.030 EA 670.06 PPPPP 4X4'0 PEXPE CL BT DI SPL 1 122.080 EA 122.08 SSLDE4 4 DI MJ WDG REST GLND*ONELOK 2 16.460 EA 32.92 IMJCBBGPP 4 MJ CORTEN BLUE BLT&GSKT PK 3 12.450 EA 37.35 IVBLIDW 5-1/4 Cl VLV BX LID WTR 1 8.380 EA 8.38 IVBSTS16 16 SC VLV BX TOP SECT 1 22.930 EA 22.93 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 _ . - - - ----- - SUBT4FAL - ---- -- -46-73:4- ---- ITEM 68:6 BLOW OFF CAST IN PLACE JCDPA80EHWTR 32 PAMREX WHOLE R&C WTR*Z 1 680.000 EA 680.00 MJSHAU13 6X13 MJ C153 SWVL X SOL HYD ADPT 1 87.000 EA 87.00 AFC2506MMLAOR 6 MJ RW DI OR GATE VLV L/A 2 427.760 EA 855.52 MJSHAU48 6X48 MJ C153 SWVL HYD ADPT 1 215.760 EA 215.76 IMJCBBGPU 6 MJ CORTEN BLUE BLT&GSKT PK 3 17.870 EA 53.61 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 IVBLIDW 5-1/4 Cl VLV BX LID WTR 1 8.380 EA 8.38 'O.FERGUSON' Page 8 of 17 FERGUSON WATERWORKS#788 Waterworks Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: 8305369 Item Description Quantity Net Price UM Total IVBSTS16 16 SC VLV BX TOP SECT 1 22.930 EA 22.93 SUBTOTAL 1974.20 ITEM 69:8 BLOW OFF CAST IN PLACE JCDPA80EHWTR 32 PAMREX M/HOLE R&C WTR*Z 1 680.000 EA 680.00 MJSHAX13 8X13 MJ C153 SWVL HYD ADPT 1 111.360 EA 111.36 AFC2508MMLAOR 8 MJ RW DI OR GATE VLV L/A 2 680.760 EA 1361.52 PPPXP 8X4'0 PEXPE CL BT DI SPL 1 170.240 EA 170.24 SSLCE8 8 PVC WDG REST GLND*ONELOK 3 31.000 EA 93.00 IMJCBBGPX 8 MJ CORTEN BLUE BLT&GSKT PK 4 24.100 EA 96.40 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 IVBLIDW 5-1/4 Cl VLV BX LID WTR 1 8.380 EA 8.38 IVBSTS16 16 SC VLV BX TOP SECT 1 22.930 EA 22.93 SUBTOTAL 2594.83 ITEM 70:6X4 TAPN SLV S62206900400003 6X4 TAPN SLV 6.90-7.20 1 330.520 EA 330.52 AFC2504FMLAOR 4 FLG X MJ RW OR GATE VLV L/A 1 320.150 EA 320.15 SSLCE4 4 PVC WDG REST GLND*ONELOK 1 19.270 EA 19.27 IMJCBBGPP 4 MJ CORTEN BLUE BLT&GSKT PK 1 12.450 EA 12.45 FBSS4SP 4 SS 304 FLG BLT SET 1 45.000 EA 45.00 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 778.39 ITEM 71:6X6 TAPN SLV S62206900600203 6X6 CS TAPN SLV 6.90-7.20 1 387.440 EA 387.44 AFC2506FMLAOR 6 FLG X MJ RW OR GATE VLV L/A 1 427.760 EA 427.76 SSLCE6 6 PVC WDG REST GLND*ONELOK 1 22.000 EA 22.00 IMJCBBGPU 6 MJ CORTEN BLUE BLT&GSKT PK 1 17.870 EA 17.87 FBSS4SU 6 SS 304 FLG BLT SET 1 64.790 EA 64.79 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 970.86 ITEM 72:8X4 TAPN SLV 362209050400003 8X4 CS TAPN SLV 9.05-9.40 1 359.670 EA 359.67 AFC2504FMLAOR 4 FLG X MJ RW OR GATE VLV L/A 1 320.150 EA 320.15 SSLCE4 4 PVC WDG REST GLND*ONELOK 1 19.270 EA 19.27 IMJCBBGPP 4 MJ CORTEN BLUE BLT&GSKT PK 1 12.450 EA 12.45 FBSS4SP 4 SS 304 FLG BLT SET 1 45.000 EA 45.00 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 807.54 ITEM 73:8X6 TAPN SLV S62209050600003 8X6 CS TAPN SLV 9.05-9.40 1 393.010 EA 393.01 AFC2506FMLAOR 6 FLG X MJ RW OR GATE VLV L/A 1 427.760 EA 427.76 SSLCE6 6 PVC WDG REST GLND*ONELOK 1 22.000 EA 22.00 IMJCBBGPU 6 MJ CORTEN BLUE BLT&GSKT PK 1 17.870 EA 17.87 FBSS4SU 6 SS 304 FLG BLT SET 1 64.790 EA 64.79 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 976.43 ITEM 74:8X8 TAPN SLV S62209050800203 8X8 CS TAPN SLV 9.05-9.40 1 493.000 EA 493.00 AFC2508FMLAOR 8 FLG X MJ RW OR GATE VLV L/A 1 668.160 EA 668.16 SSLCE8 8 PVC WDG REST GLND*ONELOK 1 31.000 EA 31.00 IMJCBBGPX 8 MJ CORTEN BLUE BLT&GSKT PK 1 24.100 EA 24.10 FBSS4SX 8 SS 304 FLG BLT SET 1 74.500 EA 74.50 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 1341.76 ITEM 75: 10X4 TAPN SLV Page 9 of 17 J$FERGUSON FERGUSON WATERWORKS#788 Waterworks Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: 8305369 Item Description Quantity Net Price UM Total S62211100400003 10X4 CS TAPN SLV 11.03-11.47 1 362.450 EA 362.45 AFC2504FMLAOR 4 FLG X MJ RW OR GATE VLV L/A 1 320.150 EA 320.15 SSLCE4 4 PVC WDG REST GLND*ONELOK 1 19.270 EA 19.27 IMJCBBGPP 4 MJ CORTEN BLUE BLT&GSKT PK 1 12.450 EA 12.45 FBSS4SP 4 SS 304 FLG BLT SET 1 45.000 EA 45.00 z PSVB562SW 2PC SCRW 16T/2413 COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 810.32 ITEM 76: 10X6 TAPN SLV S62211100600003 10X6 CS TAPN SLV 11.03-11.47 1 404.120 EA 404.12 AFC2506FMLAOR 6 FLG X MJ RW OR GATE VLV L/A 1 427.760 EA 427.76 SSLCE6 6 PVC WDG REST GLND*ONELOK 1 22.000 EA 22.00 IMJCBBGPU 6 MJ CORTEN BLUE BLT&GSKT PK 1 17.870 EA 17.87 FBSS4SU 6 SS 304 FLG BLT SET 1 64.790 EA 64.79 PSVB562SW 2PC SCRW 16T/24B COMP CI VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 987.54 ITEM 77: 10X8 TAPN SLV S62211100800003 10X8 CS TAPN SLV 11.03-11.47 1 527.720 EA 527.72 AFC2508FMLAOR 8 FLG X MJ RW OR GATE VLV L/A 1 668.160 EA 668.16 SSLCE8 8 PVC WDG REST GLND*ONELOK 1 31.000 EA 31.00 IMJCBBGPX 8 MJ CORTEN BLUE BLT&GSKT PK 1 24.100 EA 24.10 FBSS4SX 8 SS 304 FLG BLT SET 1 74.500 EA 74.50 PSVB562SW 2PC SCRW 16T/24B COMP CI VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 1376.48 ITEM 78: 10X10 TAPN SLV S62211101000203 10X10 CS TAPN SLV 11.03-11.47 1 667.970 EA 667.97 AFC2510FMLAOR 10 FLG X MJ RW OR GATE VLV L/A 1 1061.210 EA 1061.21 F SSLCE10 10 PVC WDG REST GLND*ONELOK 1 58.000 EA 58.00 IMJCBBGP10 10 MJ CORTEN BLUE BLT&GSKT PK 1 26.230 EA 26.23 FBSS4S10 10 SS 304 FLG BLT SET 1 129.710 EA 129.71 PSVB562SW 2PC SCRW 16T/248 COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 1994.12 ITEM 79: 12X4 TAPN SLV S62213200400003 12X4 CS TAPN SLV 13.13-13.60 1 391.620 EA 391.62 AFC2504FMLAOR 4 FLG X MJ RW OR GATE VLV L/A 1 320.150 EA 320.15 SSLCE4 4 PVC WDG REST GLND*ONELOK 1 19.270 EA 19.27 IMJCBBGPP 4 MJ CORTEN BLUE BLT&GSKT PK 1 12.450 EA 12.45 FBSS4SP 4 SS 304 FLG BLT SET 1 45.000 EA 45.00 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 839.49 ITEM 80: 12X6 TAPN SLV S62213200600003 12X6 CS TAPN SLV 13.13-13.60 1 427.720 EA 427.72 AFC2506FMLAOR 6 FLG X MJ RW OR GATE VLV L/A 1 427.760 EA 427.76 SSLCE6 6 PVC WDG REST GLND*ONELOK 1 22.000 EA 22.00 IMJCBBGPU 6 MJ CORTEN BLUE BLT&GSKT PK 1 17.870 EA 17.87 FBSS4SU 6 SS 304 FLG BLT SET 1 64.790 EA 64.79 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA - 51.00 ------ - -- - ---SUB-T-OTAL ITEM 81: 12X8 TAPN SLV S62213200800003 12X8 CS TAPN SLV 13.13-13.60 1 544.380 EA 544.38 AFC2508FMLAOR 8 FLG X MJ RW OR GATE VLV L/A 1 668.160 EA 668.16 SSLCE8 8 PVC WDG REST GLND*ONELOK 1 31.000 EA 31.00 IMJCBBGPX 8 MJ CORTEN BLUE BLT&GSKT PK 1 24.100 EA 24.10 FBSS4SX 8 SS 304 FLG BLT SET 1 74.500 EA 74.50 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 1393.14 E Page 10 of 1 OFERGUSON FERGUSON WATERWORKS#788 Waterworks Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: 8305369 Item Description Quantity Net Price UM Total ITEM 82: 12X10 TAPN SLV S62213201000003 12X10 CS TAPN SLV 13.13-13.60 1 749.900 EA 749.90 AFC251 OFMLAOR 10 FLG X MJ RW OR GATE VLV L/A 1 1061.210 EA 1061.21 SSLCE10 10 PVC WDG REST GLND*ONELOK 1 58.000 EA 58.00 IMJCBBGP10 10 MJ CORTEN BLUE BLT&GSKT PK 1 26.230 EA 26.23 FBSS4S10 10 SS 304 FLG BLT SET 1 129.710 EA 129.71 PSVB562SW 2PC SCRW 16T/24B COMP CI VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 2076.05 ITEM 83: 12X12 TAPN SLV S62213201200203 12X12 CS TAPN SLV 13.13-13.60 1 826.260 EA 826.26 AFC2512FMLAOR 12 FLG X MJ RW OR GATE VLV L/A 1 1281.760 EA 1281.76 SSLCE12 12 PVC WDG REST GLND*ONELOK 1 68.890 EA 68.89 IMJCBBGPI2 12 MJ CORTEN BLUE BLT&GSKT PK 1 26.480 EA 26.48 FBSS4S12 12 SS 304 FLG BLT SET 1 134.360 EA 134.36 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 2388.75 ITEM 84: 16X4 TAPN SLV S62217400400003 16X4 CS TAPN SLV 17.33-17.87 1 434.600 EA 434.60 AFC2504FMLAOR 4 FLG X MJ RW OR GATE VLV L/A 1 320.150 EA 320.15 SSLCE4 4 PVC WDG REST GLND*ONELOK 1 19.270 EA 19.27 IMJCBBGPP 4 MJ CORTEN BLUE BLT&GSKT PK 1 12.450 EA 12.45 FBSS4SP 4 SS 304 FLG BLT SET 1 45.000 EA 45.00 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 882.47 ITEM 85: 16X6 TAPN SLV S62217400600003 16X6 CS TAPN SLV 17.33-17.87 1 486.980 EA 486.98 _ AFC2506FMLAOR 6 FLG X MJ RW OR GATE VLV L/A 1 427.760 EA 427.76 SSLCE6 6 PVC WDG REST GLND*ONELOK 1 22.000 EA 22.00 IMJCBBGPU 6 MJ CORTEN BLUE BLT&GSKT PK 1 17.870 EA 17.87 FBSS4SU 6 SS 304 FLG BLT SET 1 64.790 EA 64.79 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX TR 1 51.000 EA 51.00 W SUBTOTAL 1070.40 ITEM 86: 16X8 TAPN SLV S62217400800003 16X8 CS TAPN SLV 17.33-17.87 I 600.240 EA 600.24 AFC2508FMLAOR 8 FLG X MJ RW OR GATE VLV L/A 1 668.160 EA 668.16 SSLCE8 8 PVC WDG REST GLND*ONELOK 1 31.000 EA 31.00 IMJCBBGPX 8 MJ CORTEN BLUE BLT&GSKT PK 1 24.100 EA 24.10 FBSS4SX 8 SS 304 FLG BLT SET 1 74.500 EA 74.50 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 1449.00 ITEM 87: 16X10 TAPN SLV S62217401000003 16X10 CS TAPN SLV 17.33-17.87 1 821.090 EA 821.09 AFC2510FMLAOR 10 FLG X MJ RW OR GATE VLV L/A 1 1061.210 EA 1061.21 SSLCE10 10 PVC WDG REST GLND*ONELOK 1 58.000 EA 58.00 IMJCBBGP10 10 MJ CORTEN BLUE BLT&GSKT PK 1 26.230 EA 26.23 FBSS4S10 10 SS 304 FLG BLT SET 1 129.710 EA 129.71 --PSVB562SW ---- 2P-C=SCR.W--1.6T/24B--C-OMP-CkV-LV-BX-W-TR - - 1----51-.000 Page 11 of 1 FERGUSON WATERWORKS#788 Waterworks Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: B305369 Item Description Quantity Net Price UM Total ITEM 89: 16X16 TAPN SLV SP-RSTS420178716 16X16 STS420 SS TAPN SLV 17.40-17.8 1 1307.240 EA 1307.24 AFC2516FMLAOR 16 FLG X MJ RW OR GATE VLV L/A 1 4565.220 EA 4565.22 _ SSLCEI6 16 PVC WDG REST GLND*ONELOK 1 147.190 EA 147.19 IMJCBBGP16 16 MJ CORTEN BLUE BLT&GSKT PK 1 46.450 EA 46.45 FBSS4S16 16 SS FLG N&B SET 1X4-1/2 1 254.640 EA 254.64 PSVB562SW 2PC SCRW 16T/24B COMP CI VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 6371.74 ITEM 90:20X8 TAPN SLV S62221600800003 20X8 CS TAPN SLV 21.51-22.15 1 659.700 EA 659.70 AFC2508FMLAOR 8 FLG X MJ RW OR GATE VLV L/A 1 668.160 EA 668.16 SSLCE8 8 PVC WDG REST GLND*ONELOK 1 31.000 EA 31.00 IMJCBBGPX 8 MJ CORTEN BLUE BLT&GSKT PK 1 24.100 EA 24.10 FBSS4SX 8 SS 304 FLG BLT SET 1 74.500 EA 74.50 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 1508.46 ITEM 92:24X6 TAPN SLV S62225800600003 24X6 CS TAPN SLV 25.71-26.41 1 751.220 EA 751.22 AFC2506FMLAOR 6 FLG X MJ RW OR GATE VLV UA 1 427.760 EA 427.76 SSLCE6 6 PVC WDG REST GLND*ONELOK 1 22.000 EA 22.00 IMJCBBGPU 6 MJ CORTEN BLUE BLT&GSKT PK 1 17.870 EA 17.87 FBSS4SU 6 SS 304 FLG BLT SET 1 64.790 EA 64.79 PSVB562SW 2PC SCRW 16T/24B COMP CI VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 1334.64 ITEM 93:24X8 TAPN SLV S62225800800003 24X8 CS TAPN SLV 25.71-26.41 1 723.410 EA 723.41 AFC2508FMLAOR 8 FLG X MJ RW OR GATE VLV L/A 1 668.160 EA 668.16 SSLCE8 8 PVC WDG REST GLND*ONELOK 1 31.000 EA 31.00 IMJCBBGPX 8 MJ CORTEN BLUE BLT&GSKT PK 1 24.100 EA 24.10 FBSS4SX 8 SS 304 FLG BLT SET 1 74.500 EA 74.50 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 1572.17 ITEM 94:24X10 TAPN SLV S62225801000031 24X10 CS TAPN SLV 25.71-26.41 1 975.420 EA 975.42 AFC251 OFMLAOR 10 FLG X MJ RW OR GATE VLV L/A 1 1061.210 EA 1061.21 SSLCE10 W PVC WDG REST GLND*ONELOK 1 58.000 EA 58.00 IMJCBBGP10 10 MJ CORTEN BLUE BLT&GSKT PK 1 26.230 EA 26.23 FBSS4S10 10 SS 304 FLG BLT SET 1 129.710 EA 129.71 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 2301.57 ITEM 95:24X12 TAPN SLV S62225801200003 24X12 CS TAPN SLV 25.71-26.41 1 1030.590 EA 1030.59 AFC2512FMLAOR 12 FLG X MJ RW OR GATE VLV L/A 1 1281.760 EA 1281.76 SSLCE12 12 PVC WDG REST GLND*ONELOK 1 68.890 EA 68.89 IMJCBBGP12 12 MJ CORTEN BLUE BLT&GSKT PK 1 26.480 EA 26.48 --FBSS4S1-2- -_ _.- . _ 1-2-SS--304FLG-BUT SE=T -^ - 1 --1=34:360=EA---- -_1.34.36--- -- PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 2593.08 ITEM 96:24X16 TAPN SLV SP-TFST420TS2416 24X16 FST420 TAPN SLV 1 1591.920 EA 1591.92 AFC2516FMLAOR 16 FLG X MJ RW OR GATE VLV L/A 1 4565.220 EA 4565.22 SSLCE16 16 PVC WDG REST GLND*ONELOK 1 147.190 EA 147.19 IMJCBBGP16 16 MJ CORTEN BLUE BLT&GSKT PK 1 46.450 EA 46.45 FBSS4S16 16 SS FLG N&B SET 1X4-1/2 1 254.640 EA 254.64 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 Page 12 of 1 FERGUSON- FERGUSON WATERWORKS#788 Waterworks Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: B305369 Item Description Quantity Net Price UM Total SUBTOTAL 6656.42 ITEM 97:24X24 TAPN SLV SP-RFTS42026412410 24X24 STL TAPN SLV 25.71-26.41 1 2598.870 EA 2598.87 SP-AFC2524FFORSG 24 FLG RW OR GATE VLV W/SPUR GEAR 1 14834.350 EA 14834.35 SSLCE24 24 PVC WDG REST GLND*ONELOK 1 261.440 EA 261.44 IMJCBBGP24 24 MJ CORTEN BLUE BLT&GSKT PK 1 70.440 EA 70.44 FBSS4S24 24 SS 304 FLG BLT SET 1 590.000 EA 590.00 PSVB562SW 2PC SCRW 16T/24B COMP Cl VLV BX WTR 1 51.000 EA 51.00 SUBTOTAL 18406.10 ITEM 98:3/4 WATER TAP SP-MDR2W2400C_C 24X3/4 SINGLE STRAP SADDLE 10 190.330 EA 1903.30 R202S189031 16X3/4 CC DBL STRP SDL 17.40-18.90 10 101.810 EA 1018.10 ` MDR2S1262CCF 12X3/4 CC DBL SS STRP RLSN SDL 10 76.720 EA 767.20 MDR2S1064CCF 10X3/4 CC DBL SS STRP RLSN SDL 10 65.910 EA 659.10 MDR2S0854CCF 8X3/4 CC DBL SS STRP RLSN SDL 10 55.460 EA 554.60 MDR2S0659CCF 6X3/4 CC DBL SS STRP RLSN SDL 10 46.940 EA 469.40 SUBTOTAL 5371.70 ITEM 99:3/4 COPPER SERV KSOFTF100 3/4X100 K SOFT COP TUBE 100 285.180 C 285.18 SUBTOTAL 285.18 ITEM 100: 1 WATER TAP SP-MDR2W2580CCG 24X1 DBL SS STRP RLSN SDL CC 10 190.330 EA 1903.30 MDR2S1740CCG 16X1 CC DBL SS STRP RLSN SDL 10 105.130 EA 1051.30 MDR2S1262CCG 12X1 CC DBL SS STRP RLSN SDL 10 76.720 EA 767.20 MDR2S1064CCG 10X1 CC DBL SS STRP RLSN SDL 10 65.910 EA 659.10 MDR2SO854CCG 8X1 CC DBL SS STRP RLSN SDL 10 55.460 EA 554.60 MDR2S0659CCG 6X1 CC DBL SS STRP RLSN SDL 10 46.940 EA 469.40 SUBTOTAL 5404.90 ITEM 101: 1 COPPER SERVICE KSOFTG100 1X100 K SOFT COP TUBE 100 370.440 C 370.44 SUBTOTAL 370.44 ITEM 102: 1 PRIVATE SERVIC P40BEPG20 1X20 PVC S40 BE PIPE 100 25.040 C 25.04 SUBTOTAL 25.04 ITEM 103: 1 BORED SERVICE KSOFTG60 1X60 K SOFT COP TUBE 60 370.440 C 222.26 P40BEPK20 2X20 FT PVC S40 BE PIPE 60 51.840 C 31.10 SUBTOTAL 253.36 ITEM 104: 1-1/2 WATER TAP MDR2S17401PJ 16X1-1/2 IP DBL SS STRP NYL SDL 10 112.380 EA 1123.80 MDR2S1262CCJ 12X1-1/2 CC DBL SS STRP RLSN SDL 10 82.160 EA 821.60 MDR2S1064CCJ 10X1-1/2 CC DBL SS STRP RLSN SDL 10 70.910 EA 709.10 MDR2S0854CCJ 8X1-1/2 CC DBL SS STRP RLSN SDL 10 60.020 EA 600.20 _MDR2S0.6.5-9CCJ- SUBTOTAL 3764.50 ITEM 105: 1-1/2 COPPER SER KSOFTJ60 1-1/2X60 K SOFT COP TUBE 120 580.440 C 696.53 SUBTOTAL 696.53 ITEM 106: 1-1/2 PRIVATE P40BEPJ20 I 1-1/2X20 FT PVC S40 BE PIPE 100 39.490 C 39.49 SUBTOTAL 39.49 1p Page 13 of 1 $$FERGUSON FERGUSON WATERWORKS#788 Waterworks Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: 8305369 Item Description Quantity Net Price UM Total ITEM 107: 1-1/2 BORED SERV KSOFTJ60 1-1/2X60 K SOFT COP TUBE 60 580.440 C 348.26 P40BEPM20 3X20 FT PVC S40 BE PIPE 60 106.800 C 64.08 SUBTOTAL 412.34 ITEM 108:2 WATER TAP SP-S31700258015000 24X2 CC SS DBL SDL 25.80 10 220.000 EA 2200.00 SP-MDR2S1740CCK 16X2 CC SS SADDLE 17.40 MUELLER 10 112.380 EA 1123.80 MDR2S1262CCK 12X2 CC DBL SS STRP RLSN SDL 10 87.890 EA 878.90 MDR2S1064CCK 10X2 CC DBL SS STRP RLSN SDL 10 76.460 EA 764.60 MDR2S0854CCK 8X2 CC DBL SS STRP RLSN SDL 10 65.480 EA 654.80 MDR2S0659CCK 6X2 CC DBL SS STRP RLSN SDL 10 56.260 EA 562.60 SUBTOTAL 6184.70 ITEM 109:2 COPPER SERVICE KSOFTK60 2X60 K SOFT COP TUBE 120 936.180 C 1123.42 SUBTOTAL 1123.42 ITEM 110:2 PRIVATE SERV P40BEPK20 2X20 FT PVC S40 BE PIPE 100 51.840 C 51.84 SUBTOTAL 51.84 _ ITEM 111:2 BORED SERVICE KSOFTK60 2X60 K SOFT COP TUBE 60 936.180 C 561.71 P40BEPP20 4X20 FT PVC S40 BE PIPE 60 140.840 C 84.50 SUBTOTAL 646.21 ITEM 112:CLASS A METER BX DDFW37C12BODY 17X11X12 C BLACK BODY ONLY 25 49.460 EA 1236.50 DDFW37C1EPAFTWLID 17X11 BLK REBAR PICK AMR LID 25 42.030 EA 1050.75 SUBTOTAL 2287.25 ITEM 113:CLASS B METER BX B1527LID12 15X27 MTR BX W/LID F/1.5-2 MTR 25 246.740 EA 6168.50 SUBTOTAL 6168.50 ITEM 114:CLASS C METER BX DDFW37C12BODY 17X11X12 C BLACK BODY ONLY 10 49.460 EA 494.60 DDFW37C1EPAFTWLID 17X11 BLK REBAR PICK AMR LID 10 42.030 EA 420.30 SUBTOTAL 914.90 ITEM 115: 1 MULTI BRANCH _ MH15380NG LF 1 BRS TEE LL BRA 2 43.000 EA 86.00 SUBTOTAL 86.00 ITEM 116: 1-1/2 MULTI BRNC MH15380NJ LF 1-1/2 BRS TEE LL 2 126.370 EA 252.74 SUBTOTAL 252.74 ITEM 117:2 MULTI BRANCH MH15380NK LF 2 FLR TEE 2 212.100 EA 424.20 - - .. ------ SUBTOTAL ITEM 118:2 TEMPORARY SERV SP-MDR2S25801PK 24X2 IP DBL SS STRAP SDL 20 220.000 EA 4400.00 MDR2S17401PK 16X2 IP DBL SS STRP RLSN SDL 20 112.380 EA 2247.60 MDR2S1262CCK 12X2 CC DBL SS STRP RLSN SDL 60 87.890 EA 5273.40 MDR2S10641PK 10X2 IP DBL SS STRP RLSN SDL 20 76.460 EA 1529.20 MDR2S08541PK 8X2 IP DBL SS STRP RLSN SDL 20 65.480 EA 1309.60 MH10046NK LF 2 MIP X FIP CORP ST 60 178.020 EA 10681.20 GGPTCA53K 2 GALV T&C A53A S40 PIPE 1512 269.530 C 4075.29 IGTKKF 2X2X3/4 GALV MI 150#TEE 60 16.010 EA 960.60 < Z,FERGUSON FERGUSON WATERWORKS#788 Page 14 of 1 Waterworks Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: 8305369 Item Description Quantity Net Price UM Total MH15025NF LF 3/4 MIP X FLR CORP ST 60 24.720 EA 1483.20 r MH1540ONF LF 3/4 FLR UNION 60 13.630 EA 817.80 KSOFTF100 3/4X100 K SOFT COP TUBE 700 285.180 C 1996.26 SUBTOTAL 34774.15 ITEM 119:3 METER VAULT MC98102 3 CNCRT MTR VAULT DURHAM 5 4764.710 EA 23823.55 PRICED WITH DOOR/HATCH MJTLAM 3 MJ C153 TEE L/A 10 39.590 EA 395.90 MJ9LAM 3 MJ C153 90 BEND L/A 10 29.580 EA 295.80 AFC2503MMLAOR 3 MJ RW DI OR GATE VLV L/A 10 299.940 EA 2999.40 SSLDE3 3 DI MJ WDG REST GLND*ONELOK 80 15.530 EA 1242.40 CIMJCBBGPM 3 MJ CORTEN BLUE BLT&GSKT PK 80 12.610 EA 1008.80 AFT53PM 3 CL53 Cl DI FASTITE PIPE 200 38.230 FT 7646.00 SUBTOTAL 37411.85 ITEM 120:4 METER VAULT CVHBPUT 4X6X5-1/2 CNCRT VAULT W/BOT 5 4764.710 EA 23823.55 PRICED WITH DOOR/LADDER MJTLAP 4 MJ C153 TEE UA 10 42.200 EA 422.00 MJ9LAP 4 MJ C153 90 BEND L/A 10 32.190 EA 321.90 AFC2504FFOR 4 FLG RW DI OR GATE VLV 10 331.990 EA 3319.90 SSLDE4 4 DI MJ WDG REST GLND*ONELOK 80 16.460 EA 1316.80 IMJCBBGPP . 4 MJ CORTEN BLUE BLT&GSKT PK 80 12.450 EA 996.00 AFT350PP 4 CL350 CL DI FASTITE PIPE 200 16.210 FT 3242.00 SUBTOTAL 33442.15 ITEM 121:6 METER VAULT SP-TMV558 5'X 5'X 8'MTR VAULT W/FLOOR 5 5823.530 EA 29117.65 PRICED WITH DOOR/LADDER MJTLAU 6 MJ C153 TEE L/A 10 76.130 EA 761.30 MJ9LAU 6 MJ C153 90 BEND L/A 10 52.640 EA 526.40 AFC2506MMLAOR 6 MJ RW DI OR GATE VLV L/A 10 427.760 EA 4277.60 SSLDE6 6 DI MJ WDG REST GLND*ONELOK 80 19.350 EA 1548.00 IMJCBBGPU 6 MJ CORTEN BLUE BLT&GSKT PK 80 17.870 EA 1429.60 AFT350PU 6 CL350 CL DI FASTITE PIPE 200 13.200 FT 2640.00 SUBTOTAL 40300.55 ITEM 122:8 METER VAULT SP-TMV558 5'X 5'X 8'MTR VAULT W/FLOOR 5 6187.500 EA 30937.50 PRICED WITH DOOR/LADDER MJTLAX 8 MJ C153 TEE L/A 10 114.410 EA 1144.10 MJ9LAX 8 MJ C153 90 BEND UA 10 76.560 EA 765.60 AFC2508MMLAOR 8 MJ RW DI OR GATE VLV L/A 10 680.760 EA 6807.60 SSLDE8 8 DI MJ WDG REST GLND*ONELOK 80 29.080 EA 2326.40 IMJCBBGPX 8 MJ CORTEN BLUE BLT&GSKT PK 80 24.100 EA 1928.00 AFT350PX 8 CL350 CL DI FASTITE PIPE 200 17.610 FT 3522.00 SUBTOTAL 47431.20 ITEM 123: 10 METER VAULT SP-TMV558 5'X 5'X 8'MTR VAULT W/FLOOR 5 5823.530 EA 29117.65 .-----_-._PRICED_WI-TH-DOOR-LLADDER ---- -- -.- ------.-- MJTLA10 10 MJ C153 TEE L/A 10 163.560 EA 1635.60 MJ9LA10 10 MJ C153 90 BEND L/A 10 121.800 EA 1218.00 AFC2510MMLAOR 10 MJ RW DI OR GATE VLV L/A 10 1061.210 EA 10612.10 SSLDE10 10 DI MJ WDG REST GLND*ONELOK 80 41.670 EA 3333.60 IMJCBBGP10 10 MJ CORTEN BLUE BLT&GSKT PK 80 26.230 EA 2098.40 AFT350P10 10 CL350 CL DI FASTITE PIPE 200 23.860 FT 4772.00 SUBTOTAL 52787.35 ITEM 124:WATER SAMPLING MDR2S1262CCG 12X1 CC DBL SS STRP RLSN SDL 5 76.720 EA 383.60 O.FERGUSON" Page 15 of 1 FERGUSON WATERWORKS#788 Waterworks Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: B305369 Item Description Quantity Net Price UM Total MH15000NG LF 1 CC X FLR CORP ST 5 37.740 EA 188.70 KSOFTG100 1X100 K SOFT COP TUBE 500 370.440 C 1852.20 MB25166NG LF 1 FLR X FIP BV W/LW 5 72.120 EA 360.60 MH15526NG LF 1 CTS COMP 90 ELL 5 23.370 EA 116.85 IBRLFRCGF LF 1X3/4 BRS RED COUP 5 8.570 EA 42.85 K88 #88 ECLI SMPL STN 5 959.820 EA 4799.10 SUBTOTAL 7743.90 ITEM 127:RELOCATE 3/4 MTR MH1540ONF LF 3/4 FLR UNION 5 13.630 EA 68.15 KSOFTF100 3/4X100 K SOFT COP TUBE 60 285.180 C 171.11 SUBTOTAL 239.26 ITEM 128:RELOCATE 1 METER MH1540ONG LF 1 FLR UNION 5 23.860 EA 119.30 KSOFTG60 1X60 K SOFT COP TUBE 60 370.440 C 222.26 SUBTOTAL 341.56 ITEM 129:RELOCATE 1-1/2 MH1540ONJ LF 1-1/2 FLR UNION 5 72.190 EA 360.95 KSOFTJ60 1-1/2X60 K SOFT COP TUBE 60 580.440 C 348.26 SUBTOTAL 709.21 ITEM 130:RELOCATE 2 MTR MH1540ONK LF 2 FLR UNION 5 79.270 EA 396.35 KSOFTK40 2X40 K SOFT COP TUBE 40 936.180 C 374.47 SUBTOTAL 770.82 ITEM 131:CUT/PLUG SERV MH10033NK LF 2 CC BRS PLUG 3 25.100 EA 75.30 MH10033NJ LF 1-1/2 CC BRS PLUG 2 19.360 EA 38.72 MH10033NG LF 1 CC BRS PLUG 3 10.880 EA 32.64 MH10033NF LF 3/4 CC BRS PLUG 2 10.310 EA 20.62 SUBTOTAL 167.28 ITEM 132:4-12 PRESS PLUG MJSCAPLAP 4 MJ C153 SLD CAP UA 2 11.750 EA 23.50 MJSCAPLAU 6 MJ C153 SLD CAP L/A 2 20.880 EA 41.76 MJSCAPLAX 8 MJ C153 SLD CAP L/A 2 34.800 EA 69.60 MJSCAPLA10 10 MJ C153 SLD CAP UA 2 43.940 EA 87.88 MJSCAPLA12 12 MJ C153 SLD CAP L/A 2 65.690 EA 131.38 SSLCE4 4 PVC WDG REST GLND*ONELOK 2 19.270 EA 38.54 IMJCBBGPP 4 MJ CORTEN BLUE BLT&GSKT PK 2 12.450 EA 24.90 SSLCE6 6 PVC WDG REST GLND*ONELOK 2 22.000 EA 44.00 IMJCBBGPU 6 MJ CORTEN BLUE BLT&GSKT PK 2 17.870 EA 35.74 SSLCE8 8 PVC WDG REST GLND*ONELOK 2 31.000 EA 62.00 IMJCBBGPX 8 MJ CORTEN BLUE BLT&GSKT PK 2 24.100 EA 48.20 SSLCE10 10 PVC WDG REST GLND*ONELOK 2 58.000 EA 116.00 IMJCBBGP10 10 MJ CORTEN BLUE BLT&GSKT PK 2 26.230 EA 52.46 SSLCE12 12 PVC WDG REST GLND*ONELOK 2 68.890 EA 137.78 IMJCBBGPI2 12 MJ CORTEN BLUE BLT&GSKT PK 2 26.480 EA 52.96 SUBTOTAL - ------ ------ --- ------ --- - - - ------966.70-- ITEM 133: 16-24 PRESS PLUG MJSCAPLA24 24 MJ C153 SLD CAP L/A 2 286.380 EA 572.76 MJSCAPLA20 20 MJ C153 SLD CAP L/A 2 208.550 EA 417.10 MJSCAPLA16 16 MJ C153 SLD CAP L/A 1 132.010 EA 132.01 SSLCE24 24 PVC WDG REST GLND*ONELOK 2 261.440 EA 522.88 IMJCBBGP24 24 MJ CORTEN BLUE BLT&GSKT PK 2 70.440 EA 140.88 SSLCE20 20 PVC WDG REST GLND*ONELOK 2 228.980 EA 457.96 IMJCBBGP20 20 MJ CORTEN BLUE BLT&GSKT PK*Z 2 54.360 EA 108.72 SSLCE16 16 PVC WDG REST GLND*ONELOK 1 147.190 EA 147.19 Page 16 of 1 J$"FERGUSOU FERGUSON WATERWORKS#788 Waterworks Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: 8305369 Item Description Quantity Net Price UM Total IMJCBBGPI6 16 MJ CORTEN BLUE BLT&GSKT PK 1 46.450 EA 46.45 SUBTOTAL 2545.95 ITEM 184:6 DIP SEWER AFT350PP4U 6 CL350 P-401 DI FASTITE PIPE 60 31.520 FT 1891.20 SUBTOTAL 1891.20 ITEM 185:6 PVC SEWER SDR26HWSPU14 6X14 SDR26 HW PVC GJ SWR PIPE 56 2.120 FT 118.72 SUBTOTAL 118.72 ITEM 186:8 DIP SEWER AFT350PP4X 8 CL350 P-401 DI FASTITE PIPE 60 34.780 FT 2086.80 APW2988 29X200 8 MIL POLYWRAP W/WHIT LABEL 1 125.000 RL 125.00 PSPWT210 2X100 10 MIL PIPE WRAP TAPE 2 5.180 EA 10.36 SUBTOTAL 2222.16 ITEM 187:8 PVC SEWER SDR26HWSPXI4 8X14 SDR26 HW PVC GJ SWR PIPE 56 3.820 FT 213.92 ` SUBTOTAL 213.92 ITEM 188:10 DIP SEWER AFT350PP410 10 CL350 P-401 DI FASTITE PIPE 60 42.590 FT 2555.40 - APW2988 29X200 8 MIL POLYWRAP W/WHIT LABEL 1 125.000 RL 125.00 PSPWT210 2X100 10 MIL PIPE WRAP TAPE 2 5.180 EA 10.36 SUBTOTAL 2690.76 ITEM 189: 10 PVC SEWER SDR26HWSP1014 10X14 SDR26 HW PVC GJ SWR PIPE 56 5.990 FT 335.44 SUBTOTAL 335.44 ITEM 190: 12 DIP SEWER AFT350PP412 12 CL350 P-401 DI FASTITE PIPE 60 48.700 FT 2922.00 APW2988 29X200 8 MIL POLYWRAP W/WHIT LABEL 1 125.000 RL 125.00 PSPWT210 2X100 10 MIL PIPE WRAP TAPE 2 5.180 EA 10.36 SUBTOTAL 3057.36 ITEM 191: 12 PVC SEWER SDR26HWSPI214 12X14 SDR26 HW PVC GJ SWR PIPE 56 8.540 FT 478.24 SUBTOTAL 478.24 ITEM 192: 16 DIP SEWER AFT250PP416 16 CL250 P-401 DI FASTITE PIPE 60 67.750 FT 4065.00 APW3788 37X200 8 MIL POLYWRAP F/14-18 1 175.000 RL 175.00 PSPWT210 2X100 10 MIL PIPE WRAP TAPE 2 5.180 EA 10.36 SUBTOTAL 4250.36 ITEM 193: 15 PVC SEWER SDR26HWSP1514 15X14 SDR26 HW PVC GJ SWR PIPE 56 13.010 FT 728.56 SUBTOTAL 728.56 ITEM 194:4 SEWER SERVICE -SDR26HWSPP14 4X-WSDR26-HW-PVG-GfSWR PIPI= T 28.-28 SUBTOTAL 28.28 ITEM 195:6 SEWER SERVICE SDR26HWSPU14 6X14 SDR26 HW PVC GJ SWR PIPE 28 2.120 FT 59.36 SUBTOTAL 59.36 ITEM 196:8 SEWER SERVICE SDR26HWSPXI4 8X14 SDR26 HW PVC GJ SWR PIPE 28 3.820 FT 106.96 SUBTOTAL 106.96 OFERGUSON" Page 17 of 1 FERGUSON WATERWORKS#788 Waterworks Price Quotation Fax: 817-439-3421 08:56:03 SEP 29 2016 Reference No: 6305369 Item Description Quantity Net Price UM Total TOTAL 852908.46 Net Total: $852908.46 Tax: $0.00 Freight: $0.00 Total: $852908.46 Quoted prices are based upon receipt of the total quantity for immediate shipment(48 hours). SHIPMENTS BEYOND 48 HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. Seller not responsible for delays, lack of product or increase of pricing due to causes beyond our control,and/or based upon Local,State and Federal laws governing type of products that can be sold or put into commerce. This quote is offered contingent upon the buyer's acceptance of Seller's terms and conditions,which are incorporated by reference and found either following this document,or on the web at http://wolseleyna.com/terms_conditionsSale.htm1. Govt Buyers: All items are open market unless noted otherwise. LEAD LAW WARNING: It is illegal to install products that are not"lead free"in accordance with US Federal or other applicable law in potable water systems anticipated for human consumption.Products with*NP in the description are NOT lead free and can only be installed in non-potable applications. Buyer is solely responsible for product selection. i - - r GC-6.07 Wage Rates Heavy and Highway Construction Prevailing Wage Rates 2013 Commercial Construction Prevailing Wage Rates 2013 CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 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 Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. Page 1 of 1 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician(Journeyman) $ 19.63 Electrician Apprentice(Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 _ Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer(Miscellaneous) $ 13.00 Metal Installer Helper(Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 Page 1 of 2 r, Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 j 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,PLLC 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 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MWR2016 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100435 Revised July 1, 2011