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Contract 51702
,,1Y sr-rizETATTY GO PW RACT No FORTWORTH PROJECT MANUAL FOR TIS CONSTRUCTION OF 2014 IIP, YEAR 3 - CONTRACT I UNIT I — WATER IMPROVEMENTS UNIT 2 — SEWER IMPROVEMENTS UMrT 3—2014 OIP PAVEMENT I-MPR VEMENTS UNIT 4 —ASPHALT PAVEMENT REHABILITATION City Project leo. 02693 Betsy Price David Cooke Mayor City Manager Chris Harder, P.E. Water Dimoor, Water Department Douglas W. Wiersig,P.L-. Dirertor, 'Craw3pwlation and Public Works Depanment N .Prepared for The City of Fart Worth WATER DEPARTNIT,-NT TRANSPORTATION AND PUBLIC WORK OFFICqAi RECORD cl'rV SECRETARY FT. 11 ( FC`I�I-ti 'I 2018 � KSI] SNArASiIL• AF�EFIH.,� 00 .....,.,... 3867 ,fill j' �# STREAM WATER CROUP, INC. �} CEt15 ENGINEEPS & PLANNERS � 1 ki461dT37 9nnhvoad SJdir Rd„tiia-230 Pool Ww1h,T*mi 70 12 i]f Rag]ohwlsm#'1p. F•4t>frA98 M ` � p PROJECT MANUAL FOR THE CONSTRUCTION OF 2014 CIP, YEAR 3 - CON'T'RACT 1 UNIT 1 —WATER IMPROVEMENTS UNIT 2 — SEWER IMPROVEMENTS UNIT 3 —2014 CIP PAVEMENT IMPROVEMENTS UNIT 4--ASPHALT PAVEMENT REHABILITATION City Project No. 02693 Betsy Price David Cooke Mayor City Manager Chris Harder, P.E. Water Director, Water Department Douglas W. Wiersig,P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth WATER DEPARTMENT TRANSPORTATION AND PUBLIC WORKS OF r�4 1 � i 2018 MD SHAMSUL AREFIN +{.... ..8367, ....� - STREAM WATER GROUP, INC. ENGINEERS & PLANNERS 5737 Brentwood Stair Rd.,Ste.230 Fort Worth,Texas 76112 @MUD TX O Registration No.F-005488 f 4 • .r )� K v1. r may. ru cit of Fort Worth Standard Construction Specification Documents Adopted September 2011 i 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ADDENDUM Page 1 of 6 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 00 11 13 Invitation to Bidders 0021 13 Instructions to Bidders 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 Prequali6cation Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 00 4541 Small Business EfAefpr-ise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 0061 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01-General Requirements 01 1100 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 0132 16 Construction Progress Schedule 01 3233 Preconstruction Video 013300 Submittals 01 35 13 Special Project Procedures 01 4523 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 60 00 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 CIeaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents CITY OF FORT WORTH 2014 C1P,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 2,2016 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ADDENDUM 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 15 Paving Removal Division 03-Concrete NONE Division 26-Electrical NONE Division 31-Earthwork NONE Division 32-Exterior Improvements NONE Division 33-Utilities NONE Division 34—Transportation NONE Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: hlpsJ/prof ectpoi nt.buzzsaw.com/cl i ent/foilworthgov/Resources/02%20- %20Construction%20Doculnents/Specifications Division 02-Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Remey-al Division 03-Concrete 03 30 00 Cast-In-Place Concrete 0334 13 Controlled Low Strength Material(CLSM) 0334 16 Concrete Base Material for Trench Repair 03 8000 Modifications to Existing Concrete Structures Division 26- Electrical =26- Q-5 Q-0- Geffiffien Alefk Results qr 260543 D.,...,.,.ays and BOKeS fOF 0064r-i6 1 Systems 2643 i T i e«......uad Duets .,n Daee«.ays for->~'leetr-ia l Systems CITY OF FORT WORTH 2014. CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 2,2016 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ADDENDUM 6 Page 3 of 6 Division 31-Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 31 23 23 Borrow 942400 &Hbankmen4s 31 25 00 Erosion and Sediment Control 313600 G.,t.ie ft, 34 3r7 nn Rip fap Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 32 11 23 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 1133 Cement Treated Base Courses 32 11 37 Liquid Treated Soil Stabilizer 32 12 16 Asphalt Paving 32 12 73 Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks,Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants 32 14 16 Brick Unit Paving 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 17 23 Pavement Markings 32 17 25 Curb Address Painting 3231 13 Chain Fences and Gates 32 31 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates 3232 13 Cast-in-Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydra-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 13 01 30 Bypass Pumping of Existing sewof sysieffis 33-04 11 G'A-rrB§ivirvoirrrvi Tas*viaioAs; 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 33 05 12 Water Line Lowering 3305 13 Frame, Cover and Grade Rings-Cast Iron 33 05 13.01 Frame,Cover and Or-ado Rings Composite 3305 14 Adjusting Manholes, Inlets,Valve Boxes,and Other Structures to Grade 3305 16 Concrete Water Vaults CITY OF FORT WORTH 2O t4 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 2,2016 000000-4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ADDENDUM 6 Page 4 of 6 3305 17 Concrete Collars 33-05-119 Auger g 330521 Tunnel r : «Nate - 33 05 22 Steel Casing Pipe 330523 Hand Tunneling 330524 inst llatia l „fG,,ff eF Pipe if Gasifig or-Tu ftf+e1 Liner- 330526 ;330526 Utility Markers/Locators 33 0530 Location of Existing Utilities 33 11 05 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 ii ig Generete Pr-essufe Pipe,Bar- VAWped, Steel Cylinder-Typ 33 11 14 Buried Steel Pipe and Fittings 33 1210 Water Services 1-inch to 2-inch 33 1211 Large Water Meters 33 1220 Resilient Seated Gate Valve 33 1221 AWWA Rubber-Seated Butterfly Valves 33 1225 Connection to Existing Water Mains 33 1230 Combination Air Valve Assemblies for Potable Water Systems 33 1240 Fire Hydrants 33 1250 Water Sample Stations 33 1260 Standard Blow-off Valve Assembly 33 34 12 Guna,l in Place Pipe!GIM 33-3113 Fiber-glass n einfereed 12ipe fe f r,...yi fy canit., y Sew 39 9i 4 65 High 9ensity Polyethylene(14DP-R)Pipe for-San4ffy 90we 3331 20 Polyvinyl Chloride(PVC)Gravity Sanitary Sewer Pipe 3331 21 Polyvinyl Chloride(PVC)Closed Profile Gravity Sanitary Sewer Pipe 33 31 22 Sanitary Sewer Slip Lining 3331 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 399930 Fiberglass Manheies 333940 W.,,.+,,wa4e. A„eels Chamber-(W-AC 33 39 60 Epoxy Liners for Sanitary Sewer Structures 3341 1zDczia cviivVQ.so-»•cvinrvv7r'cr�:••�!-ipcmv" 33 41 1-1- High Density Pelye+r.y1e„e/rSf1D1 1➢;,.e-few- S469M;4_9 Deinf reed D„lyethle.,e(SRPE)Pipe 33 4600 Subd,-ming° 33 nti_nr_ cl ++ a c+. rt...4m; 33 4602 3.3E n 10 Gas! ;., nl, >„r riti l and Juffetiaii n ve 33 49 20 Curb and Drop Inlets 3333 49 40 Stof.,,Dfainage 14e„awalls and W;n,...,a4 Division 34-Transportation 34 41 10 T, ffie Sig ,ts 3.4 41 40.01 A�e1tnet#A EefAFaller CFl}ino-s CITY OF FORT WORTH 2014 CII',YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 2,2016 000000-5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ADDENDUM Page 5 of 6 34 41 10.02flttasl t>3 Ceni e'peeifioatien �� A 1-Trivo� �tt&E133�k®i�t�c��'8�ti�V"" ,t�i9ix -- TempoFaFy Tra�ffis Signals 34 41 16 Ree�afigujflf Rapid Flashing Beaso 34 41 16 14�,br-id gigaa4 34 4120 Peadway fl1,-:mdn-n4J-A41 Assemblies 3',A1144 41 P.0 01 rn cv'r;•,l LED D.,.,.a,,..,,,i, «.,s FF@eWay LED Roadway Lufninaifes 34 41 20.03 R-esidefAW LED Roadway LUffliflaiFOS 34 41 30 Aluminum Signs 3471 13 Traffic Control Appendix GC 4.0i Ayailabilk�,of bands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities 1-4--Rmr-d , s F-,,,,:,,,.-,, e-rita-1 Conditienzt Site- GC-6.06D iteGC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GG 6.09 PffffiitS and WWities- 6024 ,. ,,d; root,,, GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH 2014 CI l',YEAR 3-CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 2,2016 CRy of Fort Worth, Texas May®r and Council Communication COUNCIL ACTION: Approver! on 12/11/2018 - Ordinance No. 23512-12-2018 DATE: Tuesday, December 11, 2018 REFERENCE NO.: **C-28979 LOG NAME: 60WSP2014CIPY3C1-JLB SUBJECT: Authorize Execution of Contract with JLB Contracting, LLC, in the Amount of$9,361,366.64 for Combined Street Paving Improvements and Water and Sanitary Sewer Main Replacements for 2014 CIP Year 3, Contract No. 1 and Area Water System improvements Located on Various Streets in the Ridglea North Neighborhood and Adopt Appropriation Ordinance (2014 Bond Program) (COUNCIL DISTRICT 3) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Projects Fund in the amount of$7,004,793.00 from available funds; and 2. Authorize execution of a contract with JLB Contracting, LLC, in the amount of$9,361,366.64 for Combined Street Paving Improvements and Water and Sanitary Sewer Main Replacements for 2014 CIP Year 3, Contract No. 1 and Area Water System improvements (City Project No. 02693). DISCUSSION: This Mayor and Council Communication (M&C) is to authorize a construction contract for water and/or sanitary sewer and paving improvements on approximately 7.66 lane miles for the 2014 CIP Year 3, Contract 1 (14CY3C1) and the Area Water System improvements (AWSI) as identified on the following streets: Street Type From IFTo Scope Tex Boulevard 14CY3C1 Greenway Road I Calmont Avenue Water/Sewer/Paving Olive Place 14CY3C1 Hemsell Drive ICurzon Avenue Water/Sewer/Paving Mary's Lane 14CY3C1 Greenwa Road Garland Avenue Water/sewer/Paving Malvey Avenue 1114CY3C111Bryant Irvin Road JHalloran Street Water/Paving Locke Avenue 1114CY3C1 IlBryant Irvin Road Halloran Street Water/Paving Halloron Street 14CY3C1 Camp Bowie Malvey Avenue Water/Sewer/Paving Blvd Tex Boulevard AWSI Greenway Road W Elizabeth lWater/Sewer/Paving 11-ane JrLane Elizabeth Olive Place Tex Boulevard WaterlPaving -1 1 Garland Avenue AWSI Sappington Bigham �FWater/Sewer/Paving Place Boulevard Curzon Avenue JJAWSI IlLackland Road Mary's Lane _Water/Sewer/Paving Curzon Avenue AWSI rcB� gham Edgehill Road rlPaving T ulevard Wate http://apps.cfwnet.org/ecouncil/printme.asp?id=26501&print=true&DoeType=Print 12/13/2018 Calmont Avenue AWSI Tex Boulevard Bigham Water/Sewer/Paving Boulevard Ridglea Avenue lKenwick Avenue Locke Avenue Water/Paving Ridglea Avenue AWSI Darwood Ave IMalvey Avenue lWaterlPaving Locke Avenue AWSI::]SOlive Place Water/Pavement Place Repair AWSI is the first of a two part project to alleviate complaints of low water pressure from customers located in the western part of the Westside 2 Pressure Plane (WS2PP) by transferring a portion of the existing WS2PP to the adjacent Westside 3 Pressure Plane which is located to the west and has a higher operating pressure, in order to increase water pressure in the indicated areas. The pressure plane transfer will be operational when the second project is completed in 2021. Pavement Improvements on the 14CY3C1 streets are part of the 2014 Bond Program. The Transportation and Public Works Department and Water Department will share the cost of the pavement rehabilitation to be conducted on Curzon Avenue (Lackland Road to Mary's Lane), Garland Avenue (Sappington Place to Mary's Lane) and Tex Boulevard (Greenway Road to W. Elizabeth Lane). The Water Department is responsible for the cost of the pavement rehabilitation on Calmont Avenue, Curzon Avenue (Bigham Boulevard to Edgehill Road), Garland Avenue (Mary's Place to Bigham Boulevard), W. Elizabeth Lane (Olive Place to Tex Boulevard) and concrete pavement restoration on Ridglea Avenue (Malvey Avenue to Darwood Avenue and Locke Avenue to Kenwock Avenue). The Transportation and Public Works Department's share on this contract is $3,277,089.24 which is available in the General Capital Projects and 2014 Bond Program Funds (CPN CO2693). The Water Department's share on this contract of$6,084,277.40 will be available in the Water and Sewer Capital Projects Fund of the project (CPN CO2693). The project was advertised for bid on May 31, 2018 and June 7, 2018 in the Fort Worth Star—Telegram. On September 27, 2018, the following bids were received: Bidder Amount Time of Completion 1JL13 Contracting, LLC $9,361,366.64 730 Calendar Days Stabile & Winn, Inc $9 464 808.25 Ark Contracting Services, LLC $10 083,760.25 McClendon Construction Company, Inc. $10,218,459.00 Jackson Construction Ltd. $11,210,388.00 In addition to the contract amount, $1,259,891.00 (Water: $491,409.00, Sewer: $173,866.00, TPW: $594,399.00) is required for project management, material testing and inspection and $444,887.00 (Water: $195,895.00, Sewer: $59,345.00, TPW: $189,647.00) is provided for project contingencies. This project will have no impact on the Transportation and Public Works annual operation budget nor on the Water Department's operating budget when completed. Construction is expected to start in January 2019 and be completed by March 2021. The sanitary sewer component of this project is part of the Water Department's Sanitary Sewer Overflow http://apps.cfwiiet.org/ecouncil/Printmc,.asp?id=26501&print=true&DocType=Print 12/13/2018 Initiative Program. MIWBE OFFICE—JLB Contracting, LLC is in compliance with the City's BDE Ordinance by committing to 5 percent MBE participation and documenting good faith effort. JLB Contracting, LP identified several subcontracting and supplier opportunities. However, the firms contacted in the areas identified did not respond or did not submit the lowest bids. The City's MBE goal on this project is 25 percent. The project is located in COUNCIL DISTRICT 3. FISCAL INFORMATION 1 CERTIFICATION: The Director of Finance certifies that funds are available in the current capital budget as appropriated of 2014 Bond Program and General Capital Projects and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Water and Sewer Capital Projects Fund. The Fiscal Year 2019 Water Operating Budget includes appropriations of$23,865,180.00 for the purpose of providing Pay-As—You-Go funding for Water Capital Projects. After this transfer for Fiscal Year 2019, the balance will be $16,739,855.00. The Fiscal Year 2019 Water Operating Budget includes appropriations of$35,856,873.00 for the purpose of providing Pay-As-You-Go funding for Sewer Capital Projects.After this transfer for Fiscal Year 2019, the balance will be $29,706,666.00. Appropriations for the Water, Sanitary Sewer and Paving Improvements for 2014 CIP Year 3, Contract 1 and Area Water System Improvements Project by Fund will consist of the following: FUND [Appropriations xisting Additional Project Total` Appropriations 11 2014 Bond Program Fund 34014 $3,793,753.00 11$0,00 $3,793,753.00 General Capital Projects - $700,000.00 $0.00 $700,000.00 30100 :J Street Improvement COs $816,282.00 $0.00 $816,282.00 Residuals — 39412 1 11 2008 Bond Program Residuals 1[$623,376.00 $0.00 $623,376.00 39411 1 i Water Capital Fund 59601 $2,658,5_71.00 $0.00 $2,658,571.00 Sewer Capital Fund - Legacy $139,496.00 $0.00 $139,496.00 59607 Water & Sewer Capital Projects Fund 56002 $0.00 [$7,004,793.00 $7,004,793.00 11 Project Total $8,731,478.00 $7,004,793.00 $15,736,271.00 *Numbers rounded for presentation purposes. *Please note $4,304,774.55 has been encumbered and spent for the 2014 CIP Year 3, Contract 2 project. FUND IDENTIFIERS (FIDS): TO Fund Department ccoun Project JProgram ctivity Budget Reference # mount ID ID Year (Chartfield 2) FROM http://apps.cfwnet.org/ecouncii/printmc.asp?id=26501&print=true&DoeType=Print 12/13/2018 FundDepartmenttc oun Project Program ctiyity Budget Reference # moun ID _ ID Year Chartfield 2)�� CERTIFICATIONS: Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: Chris Harder (5020) Additional Information Contact: Liam Conlon (6824) ATTACHMENTS 1. 60WSP2014CIPY3CI-JLB 56002 A019.doex (Public) 2. 60WSP2014CIPY3Cl-JLB 1295 201 8-41 8884 Redactedpdf (Public) 3. 60WSP2014CIPY3C1-JLB Compliance Memo.pd (CFW Internal) 4. 60WSP2014C]PY3C1-JLB FID Table (Dan).docx (CFW Internal) 5. 60WSP2014CIPY3C1-JLB Map 1.pdf (Public) 6. 60WSP2014ClPY3Q1-JLB Map 2.pdf (Public) 7. 60WSP2014ClPY3C1-JLB SAM.pdf (CFW Internal) http://apps.cfwnet.org/ecouncil/printme.asp?id=26501&print=true&DoeType=Print 12/13/2018 rn [%1 cn (Yi ,Vyy--, VTC cn TlT Crl Ul cn m cn cn m m m m CD m Vf VJ V! 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O O O O C7 O O O � 0) � C • W W W W 0 C3 0 0 / a O O O_ O_ -P:. -1�- y V co Co co OD O O -1 -I M m co Qc) Cfl CD m CO > • (fl (4 Cf) CO 1 • • CD (4 CD CO' � C) j C) (.0 1 to ■ i i 1 Nfi4& g} `i 4 Ul s CO 0) OD CO -� CP W V • N co OD W � W O CD N O �A O wP O O fflO f90 fflO 690 CD Cfl (0-0 (0-0 n n � 0 _s. 0 W 0 W � W W e W rr (Y) r+ CA rr W r1 v '+ - -P -P O C] O O 0 00 0510-1 MAYOR AND COUNCIL COMMUNICATION(M&C) Page 1 of 1 1 SECTION 00 05 10 2 MAYOR AND COUNCIL COMMUNICATION(M&C) 3 4 5 6 [,4ssemhler: For Contract Document execution, remove this page and replace with the approved 7 M&C far the award of the project. M&C insert shall be on blue paper.] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.0203 Revised July 1,2011 CITU OF FORT WORTH ADDENDUM NO. 1 To the Plans, Specifications&General Contract Documents 2014 CIP,YEAR 3—CONTRACT i City Project No.02693 Original Bid Date: Thursday,.lune 28,2018 Revised Bid Open Date: Thursday July Sth,2018 Addendum No. 1: issued Friday,June 15, 2018 This Addendum, fortes part of the Plans,Contract Documents& Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal(SECTION 00 41 00)and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for 2014 CIP, YEAR 3—CONTRACT 1,City Project No. 02593 are hereby revised by Addendum No. 1 as follows: SPECIFICATI' QNS_& CONTRACT_DQCIL1 ENTS 1. SECTION 00 11 13—INVITATION TO BIDDERS.The bid opening date has been delayed. Sealed bids will be received by the City of Fort Worth Purchasing Office until 1:30 PM CST,Thursday,July 5,2018 and bids will be opened publicly and read aloud at 2:00 PM CST in the Council Chambers, A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE,"resulting in disqualification. RECEIP�ACNOLEDGE T: Y By. 8 GONT" CTI-06, LLC Tony Sholola,P.E. Company: Engineering Manager, Water Department Address: City of Fort Worth,Texas FU� RA T�9 City: State 201 1 c IP.N t-A),3 O N sN,ec r i Cit, Project No 0>vl Addendum No. 1,Page I of 1 CITY OF FORT WORTH ADDENDUM NO. 2 To the Plans, Specifications&General Contract Documents 2014 CIP,YEAR 3-CON'T'RACT 1 City Project leo. 02693 Bid Date(Addendum 1):Thursday July Sth,2018 Revised Did Open.Date: Thursday July 12th,2018 Addendum No. 2: Issued Friday,June 22,2018 This Addendum, forms part of the Plans,Contract Documents&Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal(SECTION 00 41 00)and acknowledge receipt on the outer envelope of your bid.Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents:for 2014 CIP,YEAR 3--CONTRACT 1,City Project No. 02693 are hereby revised by Addendum No. 2 as follows: PROJECT CLARIFICATIONS I. Temporary Project Signage-.Two(2)temporary project signs shall be required for the street under construction. 2. Concrete Curb and Gutter for Unit 3-2014 CIP Pavement Improvements will be 100%replacement for the entire projoct limit(s)identified as UNIT 3. 3. Concrete Curb and Gutter for Unit l --Water Improvements(50150 Items)AND Unit 4-Asphalt Pavement Improvements(50150 Items)shall be replaced by direction of the engineer for the entire project limit(s) identified as UNIT I &UNIT 4,50150, 4. Curb grades shown on the plans for Olive Place,Tex Boulevard,Mary's Lane,Ridglea Avenue,Curzon Avenue,and Garland Avenue are approximate.Top of curb elevation shown on the plans are based on existing conditions,except where existing conditions showed gutter ponding.All profile grades and elevations shown do not constitute a proposed design and/or plan and intended for guidance only to reestablish curb grades to existing conditions.The contractor shall assume all responsibility for the reestablishment of existing street and gutter grades.Cross sections are not available. 5. SECITON 00 42 43-PROPOSAL FORM. 50150 items listed in Unit 1-Water Improvements and 50150 items listed in Unit 4-Asphalt Pavement Improvements are expected to be the same unit value.The intent of this process to share costs equally between funding departments. SPECIFICATIONS&CONTRACT DOCUMEN'T'S: 1. SECTION 00 11 13-INVITATION TO BIDDERS.The bid opening date has been delayed. Sealed bids will 2014 CIP,YEAR 3--CONTRACT I City Project No.02693 Addendum No.2,Page 1 of 2 i i r be,received by the City of Port Worth Purchasing Office until 1;30 PM CST,Thursday,July 12,2018 and bids will be opened publicly and read aloud at 2:00 PM CST in the Purchasing Conference Room, 2. SECTION 00 42 43—PROPOSAL FORM. Replaced in its entirety. A revised Excel spreadsheet of the proposal form has been uploaded into Buzzsaw. 3. Referenced SECTION 32 13 20—Concrete Sidewalks,Driveways,and Barrier Free Ramps, Replaced in its entirety with Revision,June 5,2018. 4. Referenced SECTION 32 32 13—Cast-in-Place Concrete Retaining Walls.Replaced in its entirety. With Revision,June 5,201$. COFNSTRUCTIaQ1)RAWIIelGS: 1. ADD ADDENDUM 2 Shoot 103A.Added Details 3213 13-D508,PAVEMENT STEEL REINFORCING GENERAL LAYOUT,3213 13-D51,CONSTRUCTION JOINT,&3213 13-D519,LONGITUDINAL PAVING SECTION. A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE,"resulting in disqualification. RECE ACWLEIJGI~ �,-AA-i; By. LO JLQB COGY100, LLLG 'Pony Sholola,P.E. Company: Engineering Manager, Water Department Address-. City of Fort Worth,Texas ��,�� FOIA E WORFI H,TX 75124 city.,__ State. 2014 CIP,YEAR 3--CONTRACT 1 City Projcd No.02693 Addendum No.2,Page 2 of 2 CITY OF FORS''FORTH ADDENDUM NO.3 To the Plans, Specifications&General Contract Documents 2014 C.1P,YEAR 3--CONTRACT 1 City Project No.02693 Bid Date(Addendum 2).Thursday July l 2th,2018 Revised Did Open Date,Thursday August 2nd,2018 Addendum No.3: Issued Tuesday,July 3,2018 This Addendum,forms part of the Plans,Contract Documents&Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below,in the proposal(SECTION 00 41 00)and acknowledge receipt on the outer envelope of your bid.Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for 2014 CIP,YEAR 3—CONTRACT 1,City Project No. 02693 are hereby revised by Addendum No.3 as follows: SPECIIFICATIONS&CONTRACT DOG>LTIVIICI�T'I`S• 1. SECTION 0011 13--INVITATION TO BIDDERS.The bid opening date has been delayed. Sealed bids will be received by the City of bort Worth Purchasing Office until 1:30 PM CST,Thursday,August 2,2019 and bids will be opened publicly and read aloud at 2.00 PM CST in the Council Chambers. A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE,"resulting in disqualification. REC AC LEDGE 0 iu il Y4 BY: Lo JLB CONUATMG, E LG Tony Sholola,P.E. Company: Engineering Manager, Water Department Address: City of Fort Worth,Texas Foffr WORTY, 76124 City: .— fate: 2014 CIA,YEAR 3—CONTRACT I City Projeal No,02693 Addendum No.3,Mage 1 of 1. CITY OF FORT WORTH ADDENDUM NO. 4 To the Pians, Specifications&General Contract Documents 2014 CIP,YEAR 3—CONTRACT 1 City Project No. 02693 Bid Date(Addendum 3): Thursday August 2nd, 2018 Revised Bid Open Date: Thursday August 30th,2015 Addendum No. 4: Issued Wednesday,July 25,2018 This Addendum, forms part of the Plans,Contract Documents&Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal(SECTION 00 41 00)and acknowledge receipt on the outer envelope of your bid.failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for 2014 GIP, YEAR 3—CONTRACT 1,City Project No. 02693 are hereby revised by Addendum No.4 as follows: SPECIFICATIONS&a CONTRACT DOCUMENT: 1. SECTION 00 11 13—INVITATION TO BIDDERS. The bid opening date has been delayed. Sealed bids will be received by the City of Fort Worth Purchasing Office until 1:30 PM CST,Thursday,August 30,201.5 and bids will be opened publicly and read aloud at 2:00 PM CST in the Council Chambers. A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. RECEIP ACKNLEDGE T: r By; �- _ _�- BY. n]to 1 GI L13 COCq ' I , LLC Tony Sholola,P.E. Company: Engineering Manager,Water Department Address: City of Fort Worth, Texas V0111 WORTH,TX 76124 City: State:--- 21-11 tate•---21-11["IP.YFAR , CON,IRAt I I Addendum No.4,Page I of I CITY OF FORT 'FORTH ADDENDUM NO. 5 To the Pians, Specifications& General Contract Documents 2014 CR',YEAR 3--CONTRACT I City Project No. 02693 Bid Date(Addendum 4): 1'bursday,Augr_tst 30th, 2018 Revised Bid Open Date: Thursday,September 20th,2018 Addendum No. 5: Issued Monday, August 27,2018 This Addendum,forms part of the Flans,Contract Documents&Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (SECTION 00 41 00)and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addend[nn could subject the bidder to disqualification. The plans and specification documents for 2014 CIP, YEAR 3—CONTRACT 1,City Project No. 02693 arc hereby revised by Addendum No. 5 as follows: SPECIFICATIONS& CONTRACT DOCUMENTS: 1. SECTION 00 11 13 —INVITATION TO BIDDERS.The bid opening date has been delayed. Sealed bids will be received by the City of Fort Worth Purchasing Office until 1:30 PM CST,Thursday,September 20,2018 and bids will be opened publicly and read aloud at 2:00 PM CST in the Council Chambers. NOTE: A Second Pre-1331] ("onl'crLii;w as pro vidrd bart[,kv w II be Iretd is diwL05 IIEe proposed re'l)tateirtcnI of Ex 20" Wale[ u[;(":[lrrloni Ave froru I'VX BIVII W Bli rlrl,rrI Blvd (1(; he iiddc�t Mill Addendow 6). I'ruspecCawe hictdmr% art errcouI.abcd it ancrid: DATE: Wednesday,September 5,2018 TIME: 10:00 AM .PLACE: 310 West 10th Street,Fort Worth,Texas 76120 LOCATION: Ground floor of parking garage across the street from the federal building. City of Fort Worth, Water Engineering Department A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE,"resulting in disqualification. RC AC �LBE�T: By: �/ BY: �v_P J 101) AD GQN � LLC Tony Sholola, F.E. Campany: Engineering Manager, Water Department City of Font Worth,Texas Address: r-onT woTH,TX 16124 City: tate: 2011 CR YEAR 3-CONTRACT E Cil}Projert No. Addendum No. 5, Page I of I CITV OF FORT WORTH ADDENDUM NO. 6 To the Plans, Specifications& General Contract Documents 2014 CIIP,YEAR 3—CONTRACT 1 City Project No. 02693 Bid Date(Addendum 5): Thursday, September 20th,2018 Revised Jaid Open Date: Thursday September 27th,2018 Addendum No.6: Issued Tuesday, September 18,2018 This Addendum,forms part of the Plans,Contract Documents&Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal(SECTION 00 41 00)and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for 2014 CiP, YEAR 3—CONTRACT 1,City Project No.02693 are hereby revised by Addendum No.6 as follows: PROJECT CLARIFICATIONS 1. Traffic Control for all paving improvements shall be considered subsidiary to the other various bid items. SPECIFICATIONS&CONTRACT DOCUMENTS:, 1. SECTION 00 00 00-•TABLE OF CONTENTS. Replaced in its entirety. 2. SECTION 00 11 13—INVITATION TO BIDDERS.The bid opening date has been delayed. Sealed bids will be received by the City of Port Worth Purchasing Office until 1:30 PM CST, Thursday,September 27,2018 and bids will be opened publicly and read aloud at 2:00 PM CST in the Council Chambers. 3. SECTION 00 32 15—CONSTRUCTION PROJECT SCHEDULE. Replaced in its entirety with Rev,July 20, 2018 4. SECTION 00 42 43—PROPOSAL FORM.Replaced in its entirety. A revised Excel spreadsheet of the proposal form has been uploaded into Buzzsaw. 5. SECTION 32 13 20• CONCRETE SIDEWALKS DRIVEWAYS AND BARRIER FREE RAMPS.Replaced in its entirety with Rev.June 5,2018, 6. SECTION 32 32 13—CAST-IN-PLACE CONCRETE RETAINING WALLS. Replaced in its entirety with Rev. June 5,2018. 7. SECTION 33 01 30—SEWER AND MANHOLE TESTING.Replaced in its entirety with Rev. Sept.7,2018 8. SECTION 33 05 13 —1~rame Cover and Grade Rings. Replace with SECTION 33 05 13—1~rame Cover and Grade Rings- Cast Iron. :ill-1( IN Y L AR 3 -c ON I R.AC I I C'ii) Provo No O69., Addendum No.5,Page I of 2 9. SECTION 33 05 16–CONCRETE WATER VAULTS. ADD Specification. 10. SECTION 33 12 60--STANDARD BLOW OFF VALVE ASSEMBLY. ADD Specification. 11. APPENDIX SECTION GCA02 Subsurface and Physical Conditions. ADD LandTec Laboratory Testing Report for Calmont Avenue–Tex Blvd.to Bigham Blvd, CONSTRUCTION DRAWINGS: I. Replace Sheet 2 with ADDENDUM 6 Sheet 2R. Update Sheets Index to include all addendum plan sheets. 2. Replace Sheet 3 with ADDENDUM 6 Sheet 3R. Removed Construction Sequence. 3. ADD ADDENDUM 6 Sheet 3A. Sequence of Construction. 4. Replace Sheet 7 with ADDENDUM 6 Sheet 7R. Updated to include"Line 6A" 5. Replace Sheet 15 with ADDENDUM 6 Sheet ISR. Various adjustments to plan. 6. Replace Sheet 18 with ADDENDUM 6 Sheet 18R. Various adjustments to plan. 7. ADD ADDENDUM 6 Sheet 19A. ADD 24"Water Improvements"Line 6A" S. ADD ADDENDUM 6 Sheet 188. ADD 24" Water Improvements "Line 6A" 9. ADD ADDENDUM 6 Sheet 18C. ADD 24"Water Improvements "Line 6A" 10. Replace Crossing Details-8"Water Sheet 33 with ADDENDUM 6 Sheet 33R. Updated crossing detail 6-A 11. Replace Crossing Details-8"Water Sheet 34 with ADDENDUM 6 Sheet 34R. Updated crossing detail 6-B 12. Replace Mary's Lane Paving Sheet 67&68 with ADDENDUM 6 Sheets 67R and 68R. Removed proposed Sidewalk. 13. Replace Calmont Avenue Paving Sheet 79 with ADDENDUM 6 Sheet 79R.Adjusted limits. 14. ADD ADDENDUM 6 Sheet 98A. Included additional water construction details for 16"and larger. A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE,"resulting in disqualification. REC AC gN?�PEDGE NNT: By. . By: v(x �� �46'dL' ���1� Tony Sholola,P.E. Company: ' �_,C, Engineering Manager, Water Department City of Fort Worth, Texas Address: oy wmwa— rORT WORTH,TJX 7812 City-- --- State: 1-1,14CIP.YI AR 3 CONFRACl I Ott Project No 0203 Addendum No.5,Page 2 of 2 CITY OF FOWr WORTH ADDENDUM NO. 7 To the Plans, Specifications&.General Contract Documents 2014 CIP,YEAR 3 CONTRACT 1 City Project No.02693 Bid Date(Addendum 6): Thursday,September 27th,2018 Addendum No.7: Issued Monday, September 24,2018 This Addendum, forms part of the Plans,Contract Documents&Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal(SECTION 00 41 00)and acknowledge receipt on the outer envelope of your bid.Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for 2014 CIP, YEAR 3- CONTRACT 1,City Project No. 02693 are hereby revised by Addendum No.7 as follows: SPECIFICATIONS& CONTRACT DOCUIiIENTS: 1. SECTION 00 42 43--PROPOSAL FORM. Replaced in its entirety. A revised Excel spreadsheet of the proposal form has been uploaded into Buzzsaw.Revised,Unit 1-Water Line Improvements, Items 2&4 unit of measure to per Each. A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE,"resulting in disqualification, REC CK O L G NT: By;� 1 By.� { Tony Sholola, PR Company: JL ri CON STING, LLC Engineering Manager, Water Department City of fort Worth,Texas Address: P.O-BOX 24137 r�URT WORTH,IX 76724 State: x114( €P_l LAR 3-CON FRAC 1 i Cjt� Projvo No 026Q3 Addendum No.7,Page 1 of I 001113-1 INVITATION TO BIDDERS ADDENDUM Page I of 3 1 SECTION 00 It 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of 2014 CIP,YEAR 3—CONTRACT 1,Unit t—Water 5 Improvements,Unit 2-Sewer Improvements,Unit 3-2014 CIP Pavement Improvements,and 6 Unit 4—Asphalt Pavement Rehabilitation,City Project No.02693 will be received by the 7 City of Fort Worth Purchasing Office: 8 9 City of Fort Worth 10 Purchasing Division 11 200 Texas Street 12 Fort Worth,Texas 76102 13 until 1:30 P.M. CST,Thursday, SEPTEMBER 27,201.8,and bids will be opened publicly and 14 read aloud at 2:00 PM CST in the Council Chambers. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the(approximate)following: 18 Unit 1: I9 1102 LF—24"Water Line by Open Cut 20 592 LF—12"Water Line by Open Cut 21 16,963 LF—8"Water Line by Open Cut 22 6 EA—24" Gate Valve and Vault 23 1 EA— 16"Gate Valve and Vault 24 11 EA— 12"Gate Valve 25 103 EA—8"Gate Valve 26 2,963 SY--7" Conc Pvmt 27 2,030 SY—2" Asphalt Pvmt Type D 28 3,079 LF—6"Concrete Curb and Gutter 29 4,205 SF—6"Concrete Driveway 30 13,207 SY— 11"Pavement Pulverization 31 12,711 SY—3"Asphalt Pavement 32 2,633 SF—4"Concrete Sidewalk 33 34 Unit 2: 35 5,763 LF—8"Sewer Pipe by Open Cut 36 31 EA—4' Manhole 37 173 EA—4" Sewer Service 38 39 Unit 3: 40 18,653 LF—6"Concrete Curb and Gutter 41 58,067 SF—6"Concrete Driveway 42 35,072 SY— 11"Pavement Pulverization 43 33,128 SY—3"Asphalt Pavement 44 11,673 SF—4"Concrete Sidewalk 45 46 Unit 4: 47 725 SY—2"Asphalt Pvmt Type D 48 3,079 LF—6"Concrete Curb and Gutter CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 22,2016 00 11 13-2 INVITATION TO BIDDERS ADDENDUM 6 Page 2 of 3 1 4,205 SF—6"Concrete Driveway 2 5,362 SY— 11"Pavement Pulverization 3 5,264 SY—3"Asphalt Pavement 4 1,286 SF—4"Concrete Sidewalk 5 6 PREQUALIFICATION 7 The improvements included in this project must be performed by a contractor who is pre- 8 qualified by the City at the time of bid opening. The procedures for qualification and pre- 9 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. 10 11 DOCUMENT EXAMINATION AND PROCUREMENTS 12 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 13 of Fort Worth's Purchasing Division website at http://www,fortworthtexas.gov/12urcliasinW and 14 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site.The 15 Contract Documents may be downloaded,viewed,and printed by interested contractors and/or 16 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 17 Parties Form 1295 and the form must be submitted to the Project Manager before the 18 contract will be presented to the City Council.The form can be obtained at 19 httt)s://www.ethics.state.tx.us/tee/1295-Info.htm . 20 21 Copies of the Bidding and Contract Documents may be purchased from Stream Water Group, 22 Inc., 6737 Brentwood Stair Rd., Suite 230,Fort Worth,Texas 76112,Phone: 817-446-4171. 23 24 The cost of Bidding and Contract Documents is: 25 Set of Bidding and Contract Documents with full size drawings: $100.00 26 Set of Bidding and Contract Documents with half size(if available) drawings: $50.00 27 28 PREBID CONFERENCE 29 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 30 BIDDERS at the following location,date, and time: 31 DATE: Wednesday, September 5,2018 32 TIME: 10:00 AM 33 PLACE: 310 West IOth Street, 34 Fort Worth,Texas 76120 35 LOCATION: Ground floor of parking garage across the street from the federal building. 36 City of Fort Worth,Water Engineering Department 37 38 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 39 City reserves the right to waive irregularities and to accept or reject bids. 40 41 INQUIRIES 42 All inquiries relative to this procurement should be addressed to the following: 43 Attn: Liam Conlon,City of Fort Worth 44 Email: Liam.Conloiigfot-tworthtexas_gov 45 Phone: (817)392-6824 46 AND/OR 47 Attn: Mary Hanna,P.E., City of Fort Worth 48 Email: Mary.Hanna a,fortworthtexas ggy 49 Phone: (817)392-5565 CITY OF FORT WORTH 2U14 CIf,YEAR 3--CONTRACT t STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 22,2016 00 11 13-3 INVITATION TO BIDDERS ADDENDUM 6 Page 3 of 3 1 AND/OR 2 Attn: MD Shamsul Arefin,P.E., Stream Water Group,Inc. 3 Email: arefiji@streamwatej*group.com 4 Phone: (817)446-4171 5 6 ADVERTISEMENT DATES 7 8 May 31,2018 9 June 7,2018 10 END OF SECTION CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 22,2016 0021 13-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 2113 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 7 00-GENERAL CONDITIONS. 8 9 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person,firm,partnership, company,association,or corporation acting 13 directly through a duly authorized representative,submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2.Nonresident Bidder:Any person,firm,partnership, company,association, or 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. 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 Mips://proiectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 42 %20Consti-uction%2ODocuments/Contractor%2OPreaualification/TP WVo2OPavinu 43 %20Contractor%2OPrequalification%2OProgram/PREOUALIFICATIONVG20REQ 44 UIREMENTS%20FOR%o20PAVING%2000NTRACTORS.PDF?public 45 46 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; CITY OF FORT WORTH 2014 CIF,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised August 21,2015 002113-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 hfps://projectpoint.buzzsaw.com/fortworthaov/Resources/02%20- 2 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPavin 3 %20Contractor%20Prequalification%2OProgram/PREQUALIFICATION%20REQ 4 UIREMENTS%20FOR%2OPAVING°/a2000NTRACTORS.PDF? up blit 5 6 3.1.3. Water and Sanitary Sewer—Requirements document located at; 7 hiips://projectpoint.buzzsaw.com/forhvorthgov/Resources/02%20- 8 %20Construction%2ODocuments/Contractor%2OPrequal,ification/Water%o20and%2 9 OSanitary%20Sewer%2OContractor%2OPrequalification%2OProgram/WSS%20pre 10 qua]%20reguirements.doc? ublic 11 12 13 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within 14 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 15 45 11,BIDDERS PREQUALIFICATIONS. 16 17 3.2.1. Submission of and/or questions related to prequalification should be addressed to 18 the City contact as provided in Paragraph 6.1. 19 20 21 3.3,The City reserves the right to require any pre-qualified contractor who is the apparent low 22 bidder(s)for a project to submit such additional information as the City,in its sole 23 discretion may require, including but not limited to manpower and equipment records, 24 information about key personnel to be assigned to the project,and construction schedule, 25 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 26 deliver a quality product and successfully complete projects for the amount bid within 27 the stipulated time frame. Based upon the City's assessment of the submitted 28 information, a recommendation regarding the award of a contract will be made to the 29 City Council. Failure to submit the additional information, if requested,may be grounds 30 for rejecting the apparent low bidder as non-responsive.Affected contractors will be 31 notified in writing of a recommendation to the City Council. 32 33 3.4.In addition to prequalification,additional requirements for qualification may be required 34 within various sections of the Contract Documents. 35 36 3.5.Special qualifications required for this project include the following:NONE 37 38 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 39 40 4.1.Before submitting a Bid,each Bidder shall: 41 42 4.1.1. Examine and carefully study the Contract Documents and other related data 43 identified in the Bidding Documents(including"technical data" referred to in 44 Paragraph 4.2, below).No information given by City or any representative of the 45 City other than that contained in the Contract Documents and officially 46 promulgated addenda thereto,shall be binding upon the City. 47 48 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general,local and 49 site conditions that may affect cost,progress,performance or furnishing of the 50 Work. 51 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Proiect No,02693 Revised August 21,2015 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 2 progress,performance or furnishing of the Work. 3 4 4.1.4. Study all: (i)reports of explorations and tests of subsurface conditions at or 5 contiguous to the Site and all drawings of physical conditions relating to existing 6 surface or subsurface structures at the Site(except Underground Facilities)that 7 have been identified in the Contract Documents as containing reliable "technical 8 data" and (ii)reports and drawings of Hazardous Environmental Conditions,if any, 9 at the Site that have been identified in the Contract Documents as containing 10 reliable "technical data." 11 12 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 13 the information which the City will furnish.All additional information and data 14 which the City will supply after promulgation of the formal Contract Documents 15 shall be issued in the form of written addenda and shall become part of the Contract 16 Documents just as though such addenda were actually written into the original 17 Contract Documents.No information given by the City other than that contained in 18 the Contract Documents and officially promulgated addenda thereto,shall be 19 binding upon the City. 20 21 4.1.6. Perform independent research,investigations,tests, borings,and such other means 22 as may be necessary to gain a complete knowledge of the conditions which will be 23 encountered during the construction of the project. On request,City may provide 24 each Bidder access to the site to conduct such examinations, investigations, 25 explorations,tests and studies as each Bidder deems necessary for submission of a 26 Bid. Bidder must fill all holes and clean up and restore the site to its former 27 conditions upon completion of such explorations, investigations,tests and studies. 28 29 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 30 cost of doing the Work,time required for its completion,and obtain all information 31 required to make a proposal. Bidders shall rely exclusively and solely upon their 32 own estimates, investigation,research,tests,explorations, and other data which are 33 necessary for full and complete information upon which the proposal is to be based. 34 It is understood that the submission of a proposal is prima-facie evidence that the 35 Bidder has made the investigation, examinations and tests herein required. Claims 36 for additional compensation due to variations between conditions actually 37 encountered in construction and as indicated in the Contract Documents will not be 38 allowed. 39 40 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 41 between the Contract Documents and such other related documents. The Contractor 42 shall not take advantage of any gross error or omission in the Contract Documents, 43 and the City shall be permitted to make such corrections or interpretations as may 44 be deemed necessary for fulfillment of the intent of the Contract Documents. 45 46 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 47 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Ravised August 21,2015 002113-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 2 the site which have been utilized by City in preparation of the Contract Documents. 3 The logs of Soil Borings, if any,on the plans are for general information only, 4 Neither the City nor the Engineer guarantee that the data shown is representative of 5 conditions which actually exist. 6 7 4.2.2. those drawings of physical conditions in or relating to existing surface and 8 subsurface structures(except Underground Facilities)which are at or contiguous to 9 the site that have been utilized by City in preparation of the Contract Documents. 10 11 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 12 on request. Those reports and drawings may not be part of the Contract 13 Documents, but the "technical data" contained therein upon which Bidder is entitled 14 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 15 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 16 responsible for any interpretation or conclusion drawn from any "technical data"or 17 any other data, interpretations, opinions or information. 18 19 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 20 that Bidder has complied with every requirement of this Paragraph 4, (ii)that without 21 exception the Bid is premised upon performing and furnishing the Work required by the 22 Contract Documents and applying the specific means,methods,techniques, sequences or 23 procedures of construction(if any)that may be shown or indicated or expressly required 24 by the Contract Documents,(iii)that Bidder has given City written notice of all 25 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 26 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 27 etc.,have not been resolved through the interpretations by City as described in 28 Paragraph 6.,and(iv)that the Contract Documents are generally sufficient to indicate 29 and convey understanding of all terms and conditions for performing and furnishing the 30 Work. 31 32 4.4.The provisions of this Paragraph 4,inclusive, do not apply to Asbestos,Polychlorinated 33 biphenyls(PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by 34 Paragraph 4.06.of the General Conditions,unless specifically identified in the Contract 35 Documents. 36 37 5. Availability of Lands for Work,Etc. 38 39 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for 40 access thereto and other lands designated for use by Contractor in performing the Work 41 are identified in the Contract Documents. All additional lands and access thereto 42 required for temporary construction facilities,construction equipment or storage of 43 materials and equipment to be incorporated in the Work are to be obtained and paid for 44 by Contractor. Easements for permanent structures or permanent changes in existing 45 facilities are to be obtained and paid for by City unless otherwise provided in the 46 Contract Documents. 47 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised August 21,2015 002113-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 5.2.Outstanding right-of-way, casements,and/or permits to be acquired by the City are listed 2 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 3 of-way,easements,and/or permits are not obtained,the City reserves the right to cancel 4 the award of contract at any time before the Bidder begins any construction work on the - 5 project. 6 7 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 8 way,easements, and/or permits, and shall submit a schedule to the City of how 9 construction will proceed in the other areas of the project that do not require permits 10 and/or easements. 11 12 6. Interpretations and Addenda 13 14 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 15 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions 16 received after this day may not be responded to. Interpretations or clarifications 17 considered necessary by City in response to such questions will be issued by Addenda 18 delivered to all parties recorded by City as having received the Bidding Documents. 19 Only questions answered by formal written Addenda will be binding. Oral and other 20 interpretations or clarifications will be without legal effect. 21 22 Address questions to: 23 24 City of Fort Worth 25 200 Texas Street 26 Fort Worth, TX 76102 27 Attn: Liam Conlon,Water Department 28 Fax: (817)392-8195 29 Email:Liam.Conlon@fortworthtexas.gov 30 Phone: (817)392-6824 31 32 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 33 City. 34 35 6.3.Addenda or clarifications may be posted via Buzzsaw at 36 htips.11prorectPoint.buzzsaw.com/ortworthgov/Infrastructure%20Proiects/02693%20- 37 %202014%20CIP%20Year%203%20-%20Contract%201?public. 38 39 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 40 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 41 Project. Bidders are encouraged to attend and participate in the conference. City will 42 transmit to aII prospective Bidders of record such Addenda as City considers necessary 43 in response to questions arising at the conference. Oral statements may not be relied 44 upon and will not be binding or legally effective. 45 46 7. Bid Security 47 48 7.1,Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 49 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 50 the requirements of Paragraphs 5.01 of the General Conditions. 51 CITY OF FORT WORTH 2014 CIF,YEAR 3--CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised August 21,2015 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 4 default,rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times 10 The number of days within which, or the dates by which,Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. Substitute and "Or-Equal" Items 19 The Contract, if awarded,will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or"or-equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or"or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City,application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A.,6.05B. and 6.05C. of the General 26 Conditions and is supplemented in Section 0125 00 of the General Requirements. 27 28 11. Subcontractors,Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 31 12-2011 (as amended),the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts.A copy of the Ordinance can be 33 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor 35 Waiver Norm and/or Good Faith Effort Form with documentation and/or Joint 36 Venture Form as appropriate. The Forms including documentation must be received 37 by the City no later than 2:00 P.M.CST, on the second business days after the bid 38 opening date. The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received. Failure to comply shall render the bid as non- 40 responsive. 41 42 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 43 or organization against whom Contractor has reasonable objection. 44 45 12.. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents;additional copies may be 48 obtained from the City. 49 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised August 21,2015 002113-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative,and unit 4 price item listed therein. In the case of optional alternatives,the words"No Bid," 5 "No Change,"or"Not Applicable" may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or furnish materials required.All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals,the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 1.3 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner, whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 1211. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Purchasing Manager of the City,and shall be enclosed in an opaque sealed 46 envelope,marked with the City Project Number,Project title,the name and address of 47 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system,the scaled envelope shall be enclosed in a separate 49 envelope with the notation "BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised August 21,2015 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14. Modification and Withdrawal of Bids 2 3 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 5 must be made in writing by an appropriate document duly executed in the manner 6 that a Bid must be executed and delivered to the place where Bids are to be submitted 7 at any time prior to the opening of Bids.After all Bids not requested for withdrawal 8 are opened and publicly read aloud,the Bids for which a withdrawal request has been 9 properly filed may,at the option of the City,be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids,will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates(if any)will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming,nonresponsive,unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder,whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price,contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders,Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract,Bidder has performed a prior contract in an unsatisfactory manner,or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Pro_jectNo.02693 Revised August 21,2015 002113-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers,and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers,and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs, maintenance requirements,performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 17.3. City may conduct such investigations as City deems necessary to assist in the 11 evaluation of any Bid and to establish the responsibility, qualifications, and financial 12 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perform with his own organization, work of a value not less than 17 35%of the value embraced on the Contract,unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded, City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid.Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds,Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised August 21,20 15 003215-0 CONSTRUCTION PROGRESS SCHEDULE ADDENDUM Page I of 10 1 SECTION 00 32 15 2 CONSTRUCTION PROJECT SCHEDULE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal,updating, status reporting and 7 management of the Construction Project Schedule 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1, Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 D. Purpose 14 The City of Fort Worth(City)is committed to delivering quality, cost-effective 15 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 16 properly structured schedule with accurate updates. This supports effective monitoring 17 of progress and is input to critical decision making by the project manager throughout 18 the life of the project. Data from the updated project schedule is utilized in status 19 reporting to various levels of the City organization and the citizenry. 20 21 This Document complements the City's Standard Agreement to guide the construction 22 contractor(Contractor)in preparing and submitting acceptable schedules for use by the 23 City in project delivery. The expectation is the performance of the work follows the 24 accepted schedule and adhere to the contractual timeline. 25 26 The Contractor will designate a qualified representative(Project Scheduler)responsible 27 for developing and updating the schedule and preparing status reporting as required by 28 the City. 29 30 1.2 PRICE AND PAYMENT PROCEDURES 31 A. Measurement and Payment 32 1. Work associated with this Item is considered subsidiary to the various items bid. 33 No separate payment will be allowed for this Item. 34 2. Non-compliance with this specification is grounds for City to withhold payment of 35 the Contractor's invoices until Contractor achieves said compliance. 36 1.3 REFERENCES 37 A. Project Schedules 38 Each project is represented by City's master project schedule that encompasses the 39 entire scope of activities envisioned by the City to properly deliver the work. When the CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD SPECIFICATION City Project No.02693 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE ADDENDUM Page 2 of 10 1 City contracts with a Contractor to perform construction of the Work,the Contractor 2 will develop and maintain a schedule for their scope of work in alignment with the 3 City's standard schedule requirements as defined herein. The data and information of 4 each such schedule will be leveraged and become integral in the master project 5 schedule as deemed appropriate by the City's Project Control Specialist and approved 6 by the City's Project Manager. 7 8 1. Master Project Schedule 9 The master project schedule is a holistic representation of the scheduled activities 10 and milestones for the total project and be Critical Path Method(CPM)based. The 11 City's Project Manager is accountable for oversight of the development and 12 maintaining a master project schedule for each project. When the City contracts for 13 the design and/or construction of the project,the master project schedule will 14 incorporate elements of the Design and Construction schedules as deemed 15 appropriate by the City's Project Control Specialist. The assigned City Project 16 Control Specialist creates and maintains the master project schedule in P6(City's 17 scheduling software). 18 19 2. Construction Schedule 20 The Contractor is responsible for developing and maintaining a schedule for the 21 scope of the Contractor's contractual requirements. The Contractor will issue an 22 initial schedule for review and acceptance by the City's Project Control Specialist 23 and the City's Project Manager as a baseline schedule for Contractor's scope of 24 work. Contractor will issue current, accurate updates of their schedule(Progress 25 Schedule)to the City at the end of each month throughout the life of their work. 26 27 13. Schedule Tiers 28 The City has a portfolio of projects that vary widely in size,complexity and content 29 requiring different scheduling to effectively deliver each project. The City uses a 30 "tiered"approach to align the proper schedule with the criteria for each project. The 31 City's Project Manager determines the appropriate schedule tier for each project,and 32 includes that designation and the associated requirements in the Contractor's scope of 33 work. The following is a summary of the"tiers". 34 35 1. Tier 1: Small Size and Short Duration Project(design not required) 36 The City develops and maintains a Master Project Schedule for the project. No 37 schedule submittal is required from Contractor. City's Project Control Specialist 38 acquires any necessary schedule status data or information through discussions with 39 the respective party on an as-needed basis. 40 41 2. Tier 2: Small Size and Short to Medium Duration Project 42 The City develops and maintains a Master Project Schedule for the project. The 43 Contractor identifies"start"and"finish"milestone dates on key elements of their 44 work as agreed with the City's Project Manager at the kickoff of their work effort. 45 The Contractor issues to the City,updates to the"start"and"finish"dates for such 46 milestones at the end of each month throughout the life of their work on the project. 47 48 3, Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD SPECIFICATION City Prgjert No.02693 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE ADDENDUM Page 3 of 10 1 The City develops and maintains a Master Project Schedule for the project. The 2 Contractor develops a Baseline Schedule and maintains the schedule of their 3 respective scope of work on the project at a level of detail(generally level 3)and in 4 alignment with the WBS structure in Section 1.4.11 as agreed by the Project Manager. 5 The Contractor issues to the City,updates of their respective schedule(Progress 6 Schedule)at the end of each month throughout the life of their work on the project. 7 C. Schedule Types 8 Project delivery for the City utilizes two types of schedules as noted below. The City 9 develops and maintains a Master Project Schedule as a"baseline"schedule and issue 10 monthly updates to the City Project Manager(end of each month)as a"progress" 1 l schedule. The Contractor prepares and submits each schedule type to fulfill their 12 contractual requirements. 13 14 1. Baseline Schedule 15 The Contractor develops and submits to the City, an initial schedule for their scope 16 of work in alignment with this specification. Once reviewed and accepted by the 17 City, it becomes the"Baseline"schedule and is the basis against which all progress 18 is measured. The baseline schedule will be updated when there is a change or 19 addition to the scope of work impacting the duration of the work,and only after 20 receipt of a duly authorized change order issued by the City. In the event progress is 21 significantly behind schedule,the City's Project Manager may authorize an update 22 to the baseline schedule to facilitate a more practical evaluation of progress. An 23 example of a Baseline Schedule is provided in Specification 00 32 15.1 24 Construction Project Schedule Baseline Example. 25 26 2. Progress Schedule 27 The Contractor updates their schedule at the end of each month to represent the 28 progress achieved in the work which includes any impact from authorized changes 29 in the work. The updated schedule must accurately reflect the current status of the 30 work at that point in time and is referred to as the"Progress Schedule". The City's 31 Project Manager and Project Control Specialist reviews and accepts each progress 32 schedule. In the event a progress schedule is deemed not acceptable,the 33 unacceptable issues are identified by the City within 5 working days and the 34 Contractor must provide an acceptable progress schedule within 5 working days 35 after receipt of non-acceptance notification. An example of a Progress Schedule is 36 provided in Specification 00 32 15.2 Construction Project Schedule Progress 37 Example. 38 39 1.4 CITY STANDARD SCHEDULE REQUIREMENTS 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for delivery of a project. 42 43 A. Schedule Framework 44 The schedule will be based on the defined scope of work and follow the(Critical Path 45 Methodology) CPM method. The Contractor's schedule will align with the requirements 46 of this specification and will be cost loaded to reflect their plan for execution. Overall 47 schedule duration will align with the contractual requirements for the respective scope of CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT l STANDARD SPECIFICATION City Project No.02693 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE ADDENDUM Page 4 of 10 1 work and be reflected in City's Master Project Schedule. The Project Number and Name 2 of the Project is required on each schedule and must match the City's project data. 3 4 B. Schedule File Name 5 All schedules submitted to the City for a project will have a file name that begins with the 6 City's project number followed by the name of the project followed by baseline(if a 7 baseline schedule)or the year and month (if a progress schedule), as shown below. 8 9 • Baseline Schedule File Name 10 Format: City Project Number—Project Name—Baseline 11 Example: 101376_North Montgomery Street HMAC_Baseline 12 13 + Progress Schedule File Name 14 Format: City Project Number_Project Name_YYYY-MM 15 Example: 101376_North Montgomery Street HMAC_2018_01 16 17 • Project Schedule Progress Narrative File Name 18 Format: City Project Number_Project Name_PN_YYYY-MM 19 Example: 101376—North Montgomery Street HMAC_PN— 2018_01 20 21 C. Schedule Templates 22 The Contractor will utilize the relevant sections from the City's templates provided in the 23 City's document management system as the basis for creating their respective project 24 schedule. Specifically,the Contractor's schedule will align with the layout of the 25 Construction section. The templates are identified by type of project as noted below. 26 • Arterials 27 • Aviation 28 • Neighborhood Streets 29 • Sidewalks(later) 30 • Quiet Zones(later) 31 • Street Lights(later) 32 • Intersection Improvements(later) 33 • Parks 34 • Storm water 35 • Street Maintenance 36 • Traffic 37 • Water 38 39 D. Schedule Calendar 40 The City's standard calendar for schedule development purposes is based on a 5-day 41 workweek and accounts for the City's eight standard holidays(New Years,Martin Luther 42 King,Memorial, Independence,Labor,Thanksgiving, day after Thanksgiving, 43 Christmas). The Contractor will establish a schedule calendar as part of the schedule 44 development process and provide to the Project Control Specialist as part of the basis for 45 their schedule. Variations between the City's calendar and the Contractor's calendar 46 must be resolved prior to the City's acceptance of their Baseline project schedule. 47 48 E. WBS &Milestone Standards for Schedule Development CITY OF FORT WORTH 2014 C1P,YEAR 3—CONTRACT I STANDARD SPECIFICATION City Project No 02693 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE ADDENDUM Page 5 of 10 1 The scope of work to be accomplished by the Contractor is represented in the schedule in 2 the form of a Work Breakdown Structure(WBS). The WBS is the basis for the 3 development of the schedule activities and shall be imbedded and depicted in the 4 schedule. 5 6 The following is a summary of the standards to be followed in preparing and maintaining 7 a schedule for project delivery. 8 9 1. Contractor is required to utilize the City's WBS structure and respective project type 10 template for"Construction"as shown in Section 1.4.H below. Additional activities I 1 may be added to Levels l -4 to accommodate the needs of the organization executing 12 the work. Specifically the Contractor will add activities under WBS XXXXXX.80.83 13 "Construction Execution"that delineates the activities associated with the various 14 components of the work. 15 16 2. Contractor is required to adhere to the City's Standard Milestones as shown in 17 Section 1.4.I below. Contractor will include additional milestones representing 18 intermediate deliverables as required to accurately reflect their scope of work. 19 20 F. Schedule Activities 21 Activities are the discrete elements of work that make up the schedule. They will be 22 organized under the umbrella of the WBS. Activity descriptions should adequately 23 describe the activity, and in some cases the extent of the activity. All activities are 24 logically tied with a predecessor and a successor.The only exception to this rule is for 25 "project start"and"project finish"milestones. 26 27 The activity duration is based on the physical amount of work to be performed for the 28 stated activity, with a maximum duration of 20 working days. If the work for any one 29 activity exceeds 20 days,break that activity down incrementally to achieve this duration 30 constraint. Any exception to this requires review and acceptance by the City's Project 31 Control Specialist. 32 33 G. Change Orders 34 When a Change Order is issued by the City,the impact is incorporated into the previously 35 accepted baseline schedule as an update,to clearly show impact to the project timeline. 36 The Contractor submits this updated baseline schedule to the City for review and 37 acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the 38 following: 39 40 1. Time extensions associated with approved contract modifications are limited to the 41 actual amount of time the project activities are anticipated to be delayed, unless 42 otherwise approved by the Program Manager. 43 44 2. The re-baselined schedule is submitted by the Contractor within ten workdays after 45 the date of receipt of the approved Change Order. 46 47 3. The changes in logic or durations approved by the City are used to analyze the impact 48 of the change and is included in the Change Order. The coding for a new activity(s) 49 added to the schedule for the Change Order includes the Change Order number in the CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD SPECIFICATION City Project No.02693 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE ADDENDUM Page 6 of 10 I Activity ID. Use as many activities as needed to accurately show the work of the 2 Change Order. Revisions to the baseline schedule are not effective until accepted by 3 the City. 4 5 6 H. City's Work Breakdown Structure 7 8 WBS Code WBS Name 9 XXXXXX Project Name 10 XXXXXX.30 Design 11 XXXXXX.30.10 Design Contractor Agreement 12 XXXXXX.30.20 Conceptual Design(30%) 13 XXXXXX.30.30 Preliminary Design(60%) 14 XXXXXX.30.40 Final Design 15 XXXXXX.30.50 Environmental 16 XXXXXX.30.60 Permits 17 XXXXXX.30.60.10 Permits- Identification 18 XXXXXX.30.60.20 Permits-Review/Approve 19 XXXXXX.40 ROW& Easements 20 XXXXXX.40.10 ROW Negotiations 21 XXXXXX.40.20 Condemnation 22 XXXXXY-70 Utility Relocation 23 XXXXXX.70.10 Utility Relocation Co-ordination 24 XXXXXX.80 Construction 25 XXXXXX.80.81 Bid and Award 26 XXXXXX.80.83 Construction Execution 27 XXXXXX.80.85 Inspection 28 XXXXXX.80.86 Landscaping 29 XXXXXX.90 Closeout 30 XXXXXX90.10 Construction Contract Close-out 31 XXXXXX.90.40 Design Contract Closure 32 33 34 I. City's Standard Milestones 35 The following milestone activities(i.e.,important events on a project that mark critical 36 points in time)are of particular interest to the City and must be reflected in the project 37 schedule for all phases of work. 38 39 Activity ID Activity Name 40 Design 41 3020 Award Design Agreement 42 3040 Issue Notice To Proceed-Design Engineer 43 3100 Design Kick-off Meeting 44 3120 Submit Conceptual Plans to Utilities,ROW,Traffic,Parks, Storm Water, 45 Water& Sewer 46 3150 Peer Review Meeting/Design Review meeting(technical) 47 3160 Conduct Design Public Meeting#1 (required) CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD SPECIFICATION City Project No.02693 Revised JULY 20,2018 0032 15-0 CONSTRUCTION PROGRESS SCHEDULE ADDENDUM Page 7 of 10 1 3170 Conceptual Design Complete 2 3220 Submit Preliminary Plans and Specifications to Utilities,ROW,Traffic, 3 Parks, Storm Water, Water& Sewer 4 3250 Conduct Design Public Meeting#2(required) 5 3260 Preliminary Design Complete 6 3310 Submit Final Design to Utilities,ROW,Traffic,Parks, Storm Water, 7 Water& Sewer 8 3330 Conduct Design Public Meeting#3 (if required) 9 3360 Final Design Complete 10 ROW&Easements 11 4000 Right of Way Start 12 4230 Right of Way Complete 13 Utility Relocation 14 7000 Utilities Start 15 7120 Utilities Cleared/Complete 16 Construction 17 Bid and Award 18 8110 Start Advertisement 19 8150 Conduct Bid Opening 20 8240 Award Construction Contract 21 Construction Execution 22 8330 Conduct Construction Public Meeting#4 Pre-Construction 23 8350 Construction Start 24 8370 Substantial Completion 25 8540 Construction Completion 26 9130 Notice of Completion/Green Sheet 27 9150 Construction Contract Closed 28 9420 Design Contract Closed 29 1.5 SUBMITTALS 30 A. Schedule Submittal &Review 31 The City's Project Manager is responsible for reviews and acceptance of the Contractor's 32 schedule. The City's Project Control Specialist is responsible for ensuring alignment of 33 the Contractor's baseline and progress schedules with the Master Project Schedule as 34 support to the City's Project Manager. The City reviews and accepts or rejects the 35 schedule within ten workdays of Contractor's submittal. 36 37 1. Schedule Format 38 The Contractor will submit each schedule in two electronic forms, one in native file 39 format(.xer,.xm1,.mpx)and the second in a pdf format, in the City's document 40 management system in the location dedicated for this purpose and identified by the 41 Project Manager. In the event the Contractor does not use Primavera P6 or MS 42 Project for scheduling purposes,the schedule information must be submitted in.xls or 43 .xlsx format in compliance with the sample layout(See Specification 00 32 115.1 44 Construction Project Schedule Baseline Example),including activity predecessors, 45 successors and total float. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT] STANDARD SPECIFICATION City Project No.02693 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE ADDENDUM 6 Page 8 of 10 1 2 2. Initial&Baseline Schedule 3 The Contractor will develop their schedule for their scope of work and submit their 4 initial schedule in electronic form(in the file formats noted above), in the City's 5 document management system in the location dedicated for this purpose within ten 6 workdays of the Notice ofAward. 7 8 The City's Project Manager and Project Control Specialist review this initial schedule 9 to determine alignment with the City's Master Project Schedule, including format& 10 WBS structure. Following the City's review,feedback is provided to the Contractor 11 for their use in finalizing their initial schedule and issuing(within five workdays)their 12 Baseline Schedule for final review and acceptance by the City. 13 14 3. Progress Schedule 15 The Contractor will update and issue their project schedule(Progress Schedule)by the 16 last day of each month throughout the life of their work on the project. The Progress 17 Schedule is submitted in electronic form as noted above,in the City's document 18 management system in the location dedicated for this purpose. 19 20 The City's Project Control team reviews each Progress Schedule for data and 21 information that support the assessment of the update to the schedule. In the event 22 data or information is missing or incomplete,the Project Controls Specialist 23 communicates directly with the Contractor's scheduler for providing same. The 24 Contractor re-submits the corrected Progress Schedule within 5 workdays, following 25 the submittal process noted above. The City's Project Manager and Project Control 26 Specialist review the Contractor's progress schedule for acceptance and to monitor 27 performance and progress. 28 29 The following list of items are required to ensure proper status information is 30 contained in the Progress Schedule. 31 • Baseline Start date 32 0 Baseline Finish Date 33 • %Complete 34 i Float 35 S Activity Logic(dependencies) 36 ® Critical Path 37 m Activities added or deleted 38 0 Expected Baseline Finish date 39 0 Variance to the Baseline Finish Date 40 41 B. Monthly Construction Status Report 42 The Contractor submits a written status report(referred to as a progress narrative)at the 43 end of each month to accompany the Progress Schedule submittal,using the standard 44 format provided in Specification 00 32 15.3 Construction Project Schedule Progress 45 Narrative. The content of the Construction Project Schedule Progress Narrative should 46 be concise and complete to: 47 • Reflect the current status of the work for the reporting period(including actual 48 activities started and/or completed during the reporting period) CITY OF FORT WORTH 2014 CIP,YEAR 3--CON I-RACT I STANDARD SPECIFICATION City Project No.02693 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE ADDENDUM 6 Page 9 of 10 1 ® Explain variances from the baseline on critical path activities 2 S Explain any potential schedule conflicts or delays 3 * Describe recovery plans where appropriate 4 P Provide a summary forecast of the work to be achieved in the next reporting period. 5 6 C. Submittal Process 7 • Schedules and Monthly Construction Status Reports are submitted in Buzzsaw 8 following the steps outlined in Specification 00 32 15.4 Construction Project 9 Schedule Submittal Process. 10 • Once the project has been completed and Final Acceptance has been issued by the I 1 City,no further progress schedules or construction status reports are required from 12 the Contractor. 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE 17 A. The person preparing and revising the Contractor's Project Schedule shall be 18 experienced in the preparation of schedules of similar complexity. 19 B. Schedule and supporting documents addressed in this Specification shall be prepared, 20 updated and revised to accurately reflect the performance of the Contractor's scope of 21 work. 22 C. The Contractor is responsible for the quality of all submittals in this section meeting the 23 standard of care for the construction industry for similar projects. 24 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 1.13 ATTACHMENTS 28 Spec 00 32 15.1 Construction Project Schedule Baseline Example 29 Spec 00 32 15.2 Construction Project Schedule Progress Example 30 Spec 00 32 15.3 Construction Project Schedule Progress Narrative 31 Spec 00 32 15.4 Construction Project Schedule Submittal Process 32 33 34 PART 2- PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD SPECIFICATION City Project No.02693 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE ADDENDUM 6 Page 10 of 10 1 2 3 4 5 Revision Log DATE NAME SUMMARY OF CHANGE July 20,2018 M.Jarrell Initial Issue b CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD SPECIFICATION City Project No.02693 Revised JULY 20,2018 003513 BID FORM Page 1 of 1 SUCTION 00 3513 CONFLICT or INTEREST STATEMENT Each bidder, offeror or respondent (hereinafter referred to as "You") to a City of Fort Worth procurement may be required to complete a Conflict of Interest Questionnaire (the attached CIQ Form) and/or a Local Government Officer Conflicts disclosure Statement(the attached CIS Form) pursuant to state law. You are urged to consult with counsel regarding the applicability of these forms to your company. The referenced forms may be downloaded from the links provided below. httr):Hwww,ethics.state.tx.us/fa_r_ms/CIQ,pdf http://www.gthics.statR.K-u00 rms/CIS.pdt ❑ CICS Form does not apply Cl CIQ Form is on file with City Secretary L1 CIQ Form is being provided to the City Secretary ❑ CIS Form does not apply ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: JLB Contrcating, LLC By: Ronald D Stinson, Jr PO Box 24131 Signature: Fort Worth, Texas 78124 Title: VP of Business n elopment VND OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20179109 02693 Bid Proposal Addendum? 0041 00 BID FORM Page 1 of 3 SECTION 00 4100 BID FORM TO: The Purchasing Manager c/o:The Purchasing Division 1000 Throckmorton Street City of Fort Worth,Texas 76102 FOR: 2014 CII'-YEAR 3, CONTRACT 1 City Project No.: 02693 UnitslSections: UNIT 1 -Water Line Improvements UNIT 2-Sewer Improvements UNIT 3-2014 CIP Pavement Improvements UNIT 4-Asphalt Pavement Rehabilitation 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents, 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association,organization,or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt,fraudulent,collusive,or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice"means the offering,giving, receiving,or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b, "fraudulent practice"means an intentional misrepresentation of facts made(a)to influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels, or(c)to deprive City of the benefits of free and open competition. c. "collusive practice"means a scheme or arrangement between two or more Bidders,with or without the knowledge of City,a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice"means harming or threatening to harm, directly or indirectly, persons or their CITY OF FORT WORTH ,,,, �a i STANDARD CONSTRUCTION SPECIFICATION DOCUN ENA-0 CONTktw 111,") Form Revised 20150821 02893 Bid Proposal AddendumT 004100 BID FORM Page 2 of 3 property to influence their participation in the bidding process or affect the execution of the Contract. 3. prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Transmission, Urban/Renewal,24-inches and smaller b. Sewer Collection System, Urban/Renewal, 8-inches and smaller c. Asphalt Paving Construction/Reconstruction(15,000 square yards and GREATER) d. Concrete Paving Construction/Reconstruction(LESS THAN 15,000 square yards) 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 730 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{andlor achievement of Milestones)within the times specified in the Agreement. S. 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, CIO 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 Did Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount, In the space provided below,please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder In signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. CITY OF FORT WORTH �y ry, pp py,n�a E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSK13 CONTRAC 1 IVO, MC Form Revised 20950829 02693 Bid Proposal Addandum7 00 41 00 BID FORM Page 3 of 3 6.3. Evaluation of Bid Items UNIT 1 -Water Line Improvements $4.,897,386.70 UNIT 2-Sewer Improvements $1,186,890.70 UNIT 3-2014 CIP Pavement Improvements $2,761,226.20 UNIT 4-Asphalt Pavement Rehabilitation $516,863.04 Total Bid $9,361,366,64 7. Bid Submittal This Bid is submitted on Thursday, September 27,2018 by the entity named below. RespeoAlly submitted Receipt is acknowledged of the Initial �'— F followingAddenda: B _ -- - Addendum No. 1: (Signature) Addendum No.2:- Addendurn No. 3: Ronald D Stinson,Jr Addendum No.4: -- (Printed Name) Addendum No.5: A Addendum No.6: ,� Addendum No..7: Title: VP of business Devel Company: JLB Contrcatng,LLC Corporate Seal: Address: PO Box 24131 Fort Worth,Texas 76124 If �N%N' (RACf�-* State of Incorporation: Texas °yam coGrp ', Ct c7 vo _y G Email' rstinl Ibcontracting.com Phone: 817-261-2991 X4AORPKA Y-4 G END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Farm Revised 20150821 02893 Bid Proposal Addendum7 00 42 43 BIP PROPOSAI- ADDENDUM 7 Page 1 o!8 SECTION 00 42 43 PROPOSALFORM UNIT PRIGIF "I- rliddor'u Application Project llem Information Bidders Proposal Bidlist Item Specification Unit of Bid Description P Unit Price TBid Value No, Section No. Measure Quantity �f�tiltf'.tt ���trr�vff�� li►:utitutu;�;? 1 3311.0654 24"DIP Water(Restrained Joints) 33 11 10 LF 1.102 $229.40 $252,798.80 2 9999.0001 Existing 20"Cl Water(Up to 20LF-REPAIR) 33 11 10 EA 3 $4,296.00 $1?.,888.00 3 3311.0554 16'DIP Water(Restrained Joints) 33 11 10 1.F 120 $191,80 $23,028.00 4 9999.0002 Existing 16"Cl Water(Up to 20LF-REPAIR) 3311 10 EA 1 $4,450.50 $4,450.50 5 3311.0461 12"PVC Water Pipe 33 11 12 LF 552 $85.45 $47,168.40 6 3311.0457 12"DIP Water,CBM Backfill 33 1110 LF t00 $115.50 $11,550.00 7 3311.0201 8"PVC Water Pipe 33 If 12 LF 16,941 $53.35 $903.802.35 8 331 1.0254 8"UIP Water,CLSM Backfill 33 11 10 LF 490 $75.25 $36,872.50 9 3311.0161 6"PVC Water Pipe 3311 12 LF 261 $44.00 $11,484.00 10 3305.0003 8"Waterline Lowering 3305 12 EA 23 $5,078.50 $116,805,50 11 3305.0005 12"Waterline lowering 3305 12 EA 2 $4,688.00 $9,376.00 12 3331.0102 6"Sewer Pipe,Point Repair 33 31 20 LF 40 $76.15 $3,126.00 13 3331.0103 8"Sewer Pipe,Point Repair 33 3120 LF 60 $88.55 $5,313.00 14 3312.6003 8"Blow Off Valve 331260 EA 1 $20,574.00 $20,574.00 15 3312.3008 24"Gate Valve w/Vault 33 1220 FA 6 $31,461.00 $188,766.00 16 3312.3007 20"Gate Valve w!Vault 33 1220 EA 1 $26,669.00 $26,669.00 17 3312.3006 16"Gate Valve w/Vault 33 1220 EA 1 $18,950.00 $18,900.00 18 3312.3005 12"Gate Valve,Including Cone,Collar 33 12 20 EA 11 $2,604.50 $20,649.50 19 3312.3003 8"Gate Valve,Including Cone Collar 33 1220 EA t03 $1,458.50 $150,225.50 20 33t2.3002 6"Gate Valve,Including Cone Collar 33 1220 EA 27 $1,146.00 $30,942.00 21 3312,0001 Fite Hydrant and Extension 33 1240 EA 27 $3,854.50 $104,071.50 22 0241.1602 Remove Concrete Water Vault 0241 14 EA 4 $1,114.50 $4,458.00 23 0241.1001 Water Line Grouting 0241 14 CY 145 $208.35 $30,210.75 24 0241,1351 Salvage 16"Water Valve 0241 14 EA 1 $583.50 $583.50 25 0241.1353 Salvage 20"Water Valve 0241 14 EA 2 $583.50 $1,167.00 26 0241.1305 Remove l2"Water Valve 0241 14 EA 2 $104.20 $208.40 27 0241.1303 Remove 8"Water Valve 0241 14 EA 8 $104.20 $833.60 28 0241.1302 Remove 6"Water Valve 0241 14 EA 36 $104,15 $3,749.40 29 3312.2004 1"Private Water Service Relocation 33 12 10 LF 750 $20.85 $15,637.50 30 3312,2001 1"Water Service,Meter Reconnection 3312 10 EA 251 $260.45 $65,372.95 31 3312.2003 1"Water Service 3312 10 EA 251 $1,250.00 $313,750.00 32 3312.210.1 1 1/2"Water Service,Meter Reconnection 3312 10 EA 2 $500.00 $1,000.00 33 3312.2103 1 1/2"Water Service 33 12 10 EA 2 $2,292.00 $4,584.00 OFFORTWORTH STANDARD CONST I)MON SPECIFICATION DOCUMQNTS A14 MOIV 1 W119TIO LLC 20fA CIP,Year 3•Contract i � City Project No.02643 Form Revised 20120120 02693 Bid Proposal Addn,dum7 W 42 43 B@ PROPOSAL ADDENDUM 7 Pogo 2 of$ SECTION 00.42 43 PROPOSAL FORM UNIT PRICE BI® Applicail©n Project Item Information Bidde?s Proposal Bidlistltem Specification Unit of Bid No Description Section No. Measure Quantity Unit Price Bid Value 34 3312.2201 2"Water Service,Meter Reconnection 33 12 10 RA 2 $531.50 $1,053.00 35 3312.2203 2"Water Service 33 12 10 EA 2 $2,604.50 $5,209.00 36 3311.0001 Ductile Iron Water Fittings w/Restraint 33 11 11 TON 20 $7,292.00 $145,$40.00 37 3312.0117 Connection to Existing 4"-12"Water Main 33 1225 EA 59 $2,344.00 $138,296.00 38 3312.0106 Connection to Existing 16"Water Main 33 1225 EA 1 $8,334.00 $8,334.00 39 3312.0107 Connection to Existing 20"Water Main 33 1225 BA 2 $8,334.00 $16,668.00 40 3312.0108 Connection to Existing 2.4"Water Main 33 1225 EA 1 $8,334.00 $8,334.00 41 0241.1218 4"-12"Water Abandonment Plug 0241 14 EA 24 $208.35 $5,000.40 42 0330.0001 Concrete Encase Utility Pipe 033000 CY 20 $203.15 $4,063.00 43 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 16 $781.50 $12,504.00 44 0241.1510 Salvage Fire Hydrant 0241 14 EA 23 $41$.70 $9,504.10 45 9999.0001 4"Cone Sidewalk(Remove and Replace) 32 1320 SF 60S $9.50 $5,747.50 9999.0002 4"Cone Sidewalk,Adjacent to Curb(Remove and 46 Replace) 321320 SF 960 $9.50 $9,120.00 47 9999.0003 6"Concrete Driveway(Remove&Replace) 32 1320 SF 2,519 $8.60 $21,663.40 48 3305.0202 Imported Embedment/Backfill,CSS 33 05 10 CY 500 $88.55 $44,275.00 49 3305.0204 Imported Embedment/Backfill,Crushed Rock 3305 10 CY 100 $26.05 $2,605.00 50 3305.0207 Imported Embedment/Backfill,Select Fill 33 05 t0 CY 500 $26,05 $13,025.00 51 3305.0109 Trench Safety 330510 LF 1,142 $1.05 $1,199.10 52 3304.0101 Temporary Water Services 33 04 30 LS 1 $114,592.00 $114,592.00 3201.0400 Temporary Asphalt Paving Repair(2"HMAC on 6" 53 Flexible Base Course) 3201 18 LF 22,054 $15.65 $345,145,10 54 3201.0113 6'Wide Asphalt Pvmt Repair,Residential 3201 17 LF 3,098 $44.60 $138,790.40 55 3201.0201 Asphalt Pvmt Repair Beyond Defined Width,Residential 3201 17 SY 500 $53,15 $26,575.00 56 0241,0300 Remove ADA Ramp (100%Water) 0241 13 EA 8 $2002,05 $1,616.40 57 3212.0401 IiMAC Transition(100%Water) 32 1216 TN 38 $165.80 $6,300.40 58 0241.1000 Remove Conc Pvmt(Ridglea Ave-100%Wnter) 0241 15 SY 3,754 $5.20 $19,520.80 59 3211.0400 Hydrated Lime,24lb/sy(Ridglea Ave-100%Water) 32 01 29 IN 50 $170.A0 $8,520.00 00 3211.0501 6"Lime Treatment(Ridglea Ave-100%Water) 32 01 29 SY 3,987 $2.90 $11,562.30 61 3213.0102 7"Cone Pvmt(Ridglen Ave-100%Water) 32 01 29 SY 3,754 $75.08 $281,850.32 3212.0302 2"Asphalt Pvmt Type D(W.Elizabeth La-100% 62 Wmttr) 321216 SY 2,030 $13.76 $27,932.80 63 0241.1507 2"Surface Milling(W.Elizabeth Ln-100%o Water) 0241 15 SY 2,030 $5,20 $10,556.00 64 3211.0600 Cement,26 lbs/SY(100%Water) 32 01 29 TN 134 $241.35 $32,340,90 65 0241.1700 11"Pavement Pulverization(100%Water) ��aa 0��2aa41 1ta5�? 1 �SY 8,283 $6.05 $50,112,15 C-rTY Of FORT WORTHSTANDARD CONS7RUC-nON SPFC]F1CA noN DQCUMEN7S JL" CON RAC WI U-C 2014 C it Year 3-Contract 1 t CityProjeciNa 02693 Form Revised 26120124 02693 Bid Proposal Addendum? 00 42 43 BID PROPOSAL ADDENDUM 7 Page 3 orb SECTION 00 42 43 PROPOSAL FORM UNIT MICE Illu Bidder's Application Project Ilem Inrormation Bidder's Propossl Bidlist item Description Specification Unit of Bid No. p Section No. Measure Quantity Unit Price Bid Value 66 3212.0303 3"Asphalt PvmL Type D(100%Water) 3212 16 SY 8,283 $20.28 $167,979.24 67 9999.0001 Remove and Replace Concrete Steps(100%Water) 00 00 00 SF 100 $41.30 $4,130.00 68 3217.2103 REIRL Raised Marker TY II-A-A(100%Water) 32 1723 FA 20 $4.55 $91.00 69 3217.0002 4"SLD Pvmt Marking HAS(Y)(100%Water) 32 1723 LF 2,000 $1.20 $2,400.00 70 3217,0501 24"SLD Pvmt Marking HAE(W) (100%Water) 32 1723 LF 300 $14.85 $4,455.00 71 3213.0501 Barrier Free Ramp,Type R-)(100%Water) 32 1320 EA 1 $1,527.50 $1,527.50 72 3213,0506 Barrier Free Ramp,Type P-1(100%Weler) 32 13 20 EA 7 $835.50 $5,840,50 73 3217.5001 Curb Address Painting(100%Water) 32 1725 EA 15 $38.55 $963.75 3441.4110 Remove and Reinstall Sign Panel and Post(100% 74 Water) 3441 30 FA 6 $515.50 $3,093.00 75 3305.0107 Manhole Adjustment,Minor(100%Water) 3305 14 FA 9 $818.50 $7,366.50 76 3305.0111 Valve Box Adjustment(100%Water) 33 05 14 EA 55 $410.80 $22,594.00 77 0241.9100 Remove Sidewalk(50150) 0241 13 SF 1,093 $1,90 $2,076.70 78 0241.0300 Remove ADA Ramp (50150) 0241 13 EA 2 $202.05 $404.10 79 0241.0401 Remove Concrete Drive(50150) 0241 13 SF 3,504 $1.35 $4,730.40 80 0241.1300 Remove Conc Curb&Gutter(50150) 0241 15 LF 3,119 $5.10 $16,906.90 81 0241.1400 Remove Cone Valley Gutter{.50150) 0241 15 SY 40 $14.10 $564.00 82 0241,1507 2"Surface Milling (50150) 32 12 16 SY 725 $7.30 $5,292.50 83 0241.1800 Remove Speed Cushion(50150) 0241 15 EA 1 $796.50 $796.50 84 0241.1700 I1"Pavement Pulverization(50150) 024115 SY 5,760 $5.90 $33,984.00 85 3110.0104 18"-24" Tree Removal(50150) 31 1000 EA 1 $2,08150 $2,083.50 86 3110,0105 24"and Larger Tree Removal(50/50) 31 1000 EA 2 $3,125.50 $6,251.00 87 3123.0101 Unclassified Excavation by Plan(50150) M 23 16 CY 436 $23.60 $10,289.60 88 3211.0600 Cement 26 lbs/SY(50150) 32 11 33 TN 77 $241.35 $18,583.95 89 3212 0302 2"Asphalt Pvmt Type D (50150) 32 12 16 SY 725 $14.24 $10,324.00 90 3212.0303 3"Asphalt Pvmt Type D(50/50) 32 12 16 SY 5,264 $20.36 $107,175.04 91 3213.0301 4"Cone Sidewalk(50150) 32 1320 Sl: 61 $15.15 $924.15 92 3213-0311 4"Cone Sidewalk,Adjacent to Curb(50150) 32 1320 SF 1,225 $7.95 $9,738.75 93 3213.0401 6"Concrete Driveway(50150) 32 13 20 SF 4,205 $7.25 $30,486.25 94 3212.0401 HMAC Transition(50/50) 3212 16 TN 23 $183.85 $4,228.55 95 3213.0501 Barrier Free Ramp,Type R-1(501$0) 32 1320 EA 2 $1,527.50 $3,055.00 96 3213.0506 Barrier Free Ramp,TypeP-1(50150) 321320 EA t $1,159.00 $1,159.00 97 3216.0101 6"Cone Curb and Gutter(50/50) 32 1613 LF 3,532 $32.30 $114,083.60 98 3216.0301 7"Cone Valley Gutter,Residential(50150) 32 16 13 SY 40 $80.45 $3,218.00 Cl rY OF FORT WORTH 1 fa©t11� 3A F3�11�1A 1 1 �a 2014 CiP,Year 3-Contract I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSJI FJ 1� UAC Im, r 6!J City Project No.02893 Form Rovised 20120120 02693 Bid Proposal Addendum? 00 42 43 BID PROPOSAL ADDENDUM 7 Page 4 of S SECTION 00 42 43 PROPOSALFORM SRI'I F MICP "IU Didder's Applicaii©n Project Item Information Bidder's Proposal Bidlisi Item tiSpecification Unit of Bid No gescripon Section No. MeasureQuantity Unit Price Bid Value 99 3217.0501 24"SLD Pvmt Marking HAP(W)(50150) 32 1723 LP 30 $14.65 $445.50 100 3217.500.1 Curb Address Painting(50150) 32 1725 EA 23 $38.55 $886.65 101 3291.0100 Topsoil(50150) 3291 19 CY 155 $50.00 $7,750.00 102 3292.0100 Block Sod Placement(50150) 3292 13 SY 852 $5.45 $4,643.40 103 3305.0107 Manhole Adjustment,Minor(59/50) 3305 14 EA 6 $778.50 $4,571.00 104 3305.0108 Miscellaneous Adjustment(irrigation)(50/50) 00 05 08 LS 1 $10,000.00 $10,000.00 105 3305.0108 Miscellaneous Structure Adjustment(WM)(.40150) 3305 14 EA 6 $59.80 $358.8Q 106 3305.0111 Valve Box Adjustment(50150) 3305 14 EA 17 $461.45 $7,844.65 107 3441.4110 Remove and Reinstall Sign Panel and Post(50/50) 34 41 30 EA 6 $515.50 $3,093.00 108 9999.0005 Replace 10'Curb Inlet(Top Cap to Grade)(50150) 33 49 20 EA 4 $4,375.50 $17,502.00 109 9999.0006 Replace 20'Curb Inlet(Top Cap to Grade)(50/50) 33 49 20 EA 1 $7,917.50 $7,917.50 110 3125.0101 SWPPP > I acre 31 2500 LS 1 $1,562.50 $1,562.50 111 0171.0001 Construction Survey(GPS Red Line Survey) 01 71 23 LS 1 $20,835,00 $20,835.00 112 0171.0001 Construction Staking 017123 LS 1 $41,238.00 $41,236.00 113 3471,0001 Traffic Control(Design and Provide) 34 7t 13 MO 12 $2,984.50 $35,814.00 114 9999.0004 ConstructionAllowanec 0000 OD I LS I $1501000.00 $15Q000.00 UNIT 1-'Water Line Improvenlents Total Bid S4,897,386.70 rA dDARD CONSTRUCTION SPECIFICATION DOCUMENT S t'11A t•dO1�Yt�lACTI�4 , VVG OF FORT NVORM 2ol�i CIF.Year 3-Co"tract I ST City Projcci No.02b93 Form Revised 20124120 02693 Bid Proposal Add-endumT 00 42 43 BID PROPOSAL ADDENDUM 7 Page 5 of 8 SECTION 00 42 43 PROPOSAL FORM KIIGE BID Project Item Information Biddees Proposal Bidlisl Item Specification Unit of Hid No. Description Section No. Measure Quantity101111111 Unit Price Bid Value --- spew 1 3331.4115 8"Sewer Pipe 33 31 20 LF 4,749 $73.15 $347,389.35 2 3331.4119 8"DIP Sewer Pipe 33 11 10 LF 1,014 $96.05 $97,394.70 3 3339.1001 4'Manhole 33 39 20 EA 31 $4,427.50 $137,252.50 4 3339.1003 4'Extra Depth Manhole 333920 VF 16 $260.45 $4,167.20 5 3305.0112 Concrete Collar 330517 EA 31 $521.00 $16,151,00 6 3331.3101 4"Sewer Service 33 3150 EA 173 $1,042.00 $180,266.00 7 3339.0001 Epoxy Manhole Liner(Warren Environmental) 333960 VF 50 $234.40 $11,720.00 8 3301,0101 Manhole Vacuum Testing 33 01 30 EA 29 $156.25 $4,531.25 3201.0400 Temporary Asphalt Paving Repair(2"HMAC on 6" 9 Flexible Base Course) 3201 18 LF 9,766 $14.60 $142,583:60 10 3201.0113 6'Wide Asphalt Pvmt Repair,Residential 3201 17 LF 100 $61.45 $6,145.00 11 9999.0001 6"Concrete driveway(Remove&Replace) 32 1320 SF 200 $8.60 $1,720.00 12 0241.2201 Remove 4'Sewer Manhole 0241 14 EA 18 $416.70 $7,500.60 9999.0001 Replace Ex.Backfill with imported Flowable Backfill 13 (CLSM) 33 05 10 CY 509 $142.`/0 $72,634.30 14 3305.0202 Imparted Embedment/Backfill,CSS 3305 t0 CY t00 $88.55 $8,855.00 15 3305.0204 Imparted Embedment/Backfill,Crushed Rack 3305 10 CY 60 $26.05 $1,563.00 16 3305.0207 Imported Embedment/Backfill,Select Fill 3305 10 CY 100 $26.05 $2,605.00 17 3305.0106 Manhole Adjustment,Major 3305 14 EA 2 $2,917,00 $5,834.00 18 3301.0001 Pre-CCPV Inspection 33 01 31 LF 355 $5.20 $1,846.00 19 330[.0002 Post-CCTV Inspection 33 01 31 LF 5,763 $2.60 $14,983.80 20 3305.0109 "Trench Safety 3305 10 LF 5,763 $1.05 $6,051.15 21 3305,0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 8 $781.50 $6,252.00 22 3291.0100 Topsoil 3291 19 CY 15 $50.00 $750.00 23 3292.0100 Block Sad Placement 3292 13 SY 75 $5.45 $408.75 24 3125.0101 SWPPP >I acre 312500 LS 1 $1,562.50 $1,562.50 25 3471.0001 Traffic Control(Design&Provide) 3471 13 M4 4 $2,984.50 $11,938.00 26 0171.0001 Construction Survey(GPS Red Line Survey) 01 71 23 LS 1 $4,167.00 $4,167.00 27 0171.0001 Construction Staking 01 71 23 LS 1 $20,619.00 $20,619.00 28 9999.0002 Construction Allowance 000000 L LS I $70�OOG.001 $70,000,00 UNIT 2-Sewer improvements Total Bid $1,186,8130.70 CITY OF FORT JLO CONY ST. STANDARD CONS RUCTION SPECIF'ICA11gN DOCUMENTS tE��bYIi�F9' LLC 2014 CI Year 3.Contract 1 � City y Pmject No,02693 Form Revised 20120120 02693 Bid Proposal Addendum? 00 42 43 BID PROPOSAL ADDENDUM 7 Page 6 orb SECTION 00 42 43 PROPOSALFORM UNIT PRIM BID I iddoi'vo Application Project Item Information Bidder's Proposal 8idlist Item Specification Uni of Bid Description Unit Price Bid Value No. Section No, Measure Quantity v-.vl..;}• +elsgli..?�f,r sat-tl �' 111'�r Niue ►., - - ---- ..� ..........-- 1 9999.0001 Site Clearing 31 1000 SY 200 $37.30 $7,460.00 2 0241.0100 Remove Sidewalk 024113 SF 5,150 $2.00 $10,300.00 3 0241.0300 Remove ADA Ramp 0241 13 EA 6 $202.05 $1,212.30 4 0241.0401 Remove Concrete Drive 0241 13 SF 48,388 $1.25 $60,485.00 5 0241.1300 Remove Cane Curb&Gutter 0241 15 LF 17,064 $4.80 $81,907.20 6 0241.1400 Remove Cone Valley Gutter 0241 15 SY 198 $11.95 $2,330.25 7 0241.1800 Remove Speed Cushion 0241 15 EA 5 $796.50 $3,982.50 8 0241.1700 11"Pavement Pulverization 0241 15 SY 35,072 $5.95 $208,678.40 9 31 lO.O102 6"-12"Tree Removal 31 l0 00 EA 7 $521.00 $3,647.00 10 3110.0103 12"•18"Tree Removal 31 1000 GA 4 $781.50 $3,12..6.00 11 3110.0104 18"-24" Tree Removal 31 1000 EA 6 $2,083.50 $12,501.00 12 3110.0105 24"and Larger Tree Removal 31 1000 EA 8 $3,125.50 $25,004.00 13 3123.0101 Unclassified Excavation by Plan 1123 16 CY 2,854 $23.50 $67,069.00 14 3211.0600 Cement 26lbs1SY 32 11 33 TN 473 $241.35 $114,158.55 15 3212.0303 3"Asphalt Pvmt Type D 3212 16 SY 33,128 $19.85 $657,590.80 16 3212.0401 11MAC Transition 32 12 16 TN 72 $170.00 $12,2440.00 17 3213.0301 4"Cone Sidewalk 32.1320 SF 6,914 $5.40 $37,335.60 18 3213.0311 4"Cone Sidewalk,Adjacent to Curb 32 1320 SF 1,404 $7.35 $10,319.40 19 3213.0321 Carle Sidewalk,Adjacent to Ret Wall 32 13 20 SF 500 $15.65 $7,825.00 20 32.13,0322 Cone Curb at Back of Sidewalk(6 to 12 inch max) 32 1320 LF ISO $4.65 $697.50 21 9999.0001 Remove and Replace Concrete Steps 00 00 00 SF 500 $40,55 $20,275.00 22 3213,0401 6"Concrete Driveway 32 1320 SF 58,067 $7.30 $423,889.10 23 3213.0501 Barrier Free Ramp,Type R-1 32 1320 EA 2 $1,527.50 $3,055.00 24 3213.0506 .Barrier Free Ramp,Type P-1 32 1320 EA 6 $907.00 $6.442,00 25 3216.0101 6"Cone Curb and Gutter 32 16 13 LF 18,961 $32.20 $610,544.20 26 3216.0301 7"Cone Valley Gutter,Residential 32 1613 SY 195 $73.70 $14,371.50 27 3232.0100 Cone Ret Wall Adjacent to Sidewalk 32 32 13 SF 500 $29.15 $14,575.00 28 3217.2103 REFL Raised Marker TY 11-A-A 32 1723 EA 64 $4.55 $291.20 29 3217.0501 24"SLD Pvmt Marking i-1AE(W) 32 1723 LF 150 $14.85 $2,227.50 30 3217.5001 Curb Address Painting 32 1725 EA 364 $38.55 $14,032.20 31 3291.0100 Topsoil 3291 19 CY 862 $50.00 $43,100,00 32 3292.0100 Black Sod Placement 3292 13 SY 5,093 $5.45 $27,756.85 33 3305,0107 Manhole Adjustment,Minor 330$14 FA 21 $796.00 $16,716:00 CITY OF PORT WORTH 2014 C1P,Year 3-Contract 1 STANDARD CONSTRUMM4sPECIFICATIONDOCUMENTS JLN comm.CT'ING=I'm City Project ND 02693 Form Revised 20120120 02693 Bid Proposal Addendum? 00 42 43 DID PROPOSAL ADDENDUM 7 Pogo 7 ofS SECTION 00 42 43 PROPOSAL FORK! UNIT PRICE 010 Oi€ derv's Applicg2ion Project Item Information Bidder's Proposal Bidlist item Specification Unit of gid Description limit Price Bid Value No, Section No. Measure Quantity 34 3305.0108 Miscellaneous Adjustment(irrigation) 00 05 08 LS 1 $10,000.00 $10,000.00 35 3305.0108 Miscellaneous Structure Adjustment(WM) 3305 14 EA 238 $45.25 $10,7613.50 36 3305.0111 Valve Box Adjustment 3305 14 FA 45 $474,60 $21,357.00 37 3125.0101 SWPPP >_1 acre 312500 LS 1 $1,562.50 $1,562.50 38 3441.4110 Remove and Reinstall Sign Panel and Post 3441 30 CA 5 $515.50 $2,577.50 39 9999:0000 Salvage and Reuse Ex.Mail Bax(Post) 34 41 30 EA 1 $298,65 $299.65 40 9999.0001 Salvage and Reuse Ex,Mail Box(Brick) 3441 30 EA 1 $836.00 $836.00 41 0171.0001 Construction Staking 01 71 23 LS 1 $30,929.00 $30,929.00 42 9999.0002 Replace 10'Curb Inlet(Tap Cap to Grade) 33 49 20 EA 2 $4,375.50 $8,751.00 43 9999.0003 Construction Allowance 000000 I.S 1 $150,000.00 $150,000.00 UNIT 3-2014 CIP Pavement Improvements Totnl Bid $2,761,22(1.20 {1,�u111,,as S'eSl'�.'!'?�.!'€.hq►ki� �_�tk'�3�+�lpill�l#1�11i1��. #111`1.: - 1 0241.0100 Remove Sidewalk(50150) 0241 13 SF 1,093 $1.90 $2,076.70 2 0241.0300 Remove ADA Ramp (50150) 0241 13 EA 2 $202.05 $404.10 3 0241.0401 Remove Concrete Drive(50150) 0241 13 SF 3,504 $1.35 $4,730.40 4 0241.1300 Remove Cone Curb&Gutter(50150) 0241 15 LF 3,119 $4.85 $15,127.15 5 0241.1400 Remove Cone Valley Gutter(50150) 0241 15 SY 40 $14.10 $564.00 6 0241.1507 2"Surface Milling (50150) 32 12 16 SY 725 $7.30 $5,292.50 7 0241.1800 Remove Speed Cushion(50150) 0241 15 EA 1 $795.50 $796.50 8 0241.1700 11"Pavement Pulverization(50150) 0241 15 SY 5,760 $5.90 $33,984.00 9 3110.0104 18"-24" Tree Removal(50150) 31 1000 EA 1 $2,083.50 $2,083.50 10 3110.0105 24"and Larger I-Fee Removal(50150) 31 1000 EA 2 $3,125.50 $6,251.00 11 3123.0101 Unclassified Excavation by Plan(50150) 3123 16 CY 436 $23.60 $10,289,60 12 3211.0600 Cement 261bs/SY(50150) 32 1133 TN 77 $241.35 $18,583.95 13 3212.0302 2"Asphalt Pvmt Type D (50/50) 32 12 16 Sy 725 $14.24 $10,324.00 14 3212.0303 3"Asphalt Pvmt'rype D(50/50) 3212 16 SY 5,264 $19.91 $104,806.24 15 3213.0301 4"Cone Sidewalk(50/50) 32 13 20 SF 61 $15.15 $924.15 16 3213.0311 4"Lone Sidewalk,Atjacent to Curb(50150) 32 1320 SF 1,225 $7.95 $9,738.75 17 3213.0401 6"Concrete Driveway(50150) 32 1320 SF 4,205 $7.25 $30,486.25 IS 3212.0401 HMAC Transition(50150) 3212 16 TN 23 $183.85 $4,228.55 CITY OF FORT WORTH STANDARD CONS2014 C TRUMON SPECIFICATION DOCUMENTS JLB Ct:-1111.�YEA 1 ING, LW City Project No.02693 Form Revised 20120120 02693 Bid Proposal Addendum? 00 42 43 BID PROPOSAL. ADDENDUM 7 Page 8 of 8 SECTION 00 42 43 PROPOSALFORM UNIT PI'dGr_ 010 Siddees Application Project Item Information Bidder's Propomt Bidlist Item Description v Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity 19 3213.0501 Barrier Free Ramp,Type R-1(50150) 32 1320 EA 2 $1,150.50 $2,301.00 20 3213.0506 Barrier Free!tamp,Type P-1(50150) 32 1320 EA 1 $1,159.00 $1,159.00 21 3216.0101 6"Cone Club and Gutter(50/50) 32 16 13 LP 3,532 $34.30 $121,147.60 22 3216,0301 7"Cone Valley Gutter,Residential(50/50) 32 16 13 SY 40 $80.45 $3,21$.00 23 3217.0501 24"SLD Pvmt Marking HAE(W)(50150) 32 1723 LF 30 $14.85 $445,50 24 3217.5001 Curb Address Painting(50150) 32 1725 EA 23 $38.55 $886.65 25 3291.0100 Topsoil(50/50) 3291 19 CY 155 $50.00 $7,750.00 26 3292.0100 Block Sod Placement(50/50) 32 92 13 S 852 $5.45 $4,643.40 27 3305.0107 Manhole Adjustment,Minor(50/50) 33 05 14 EA 6 $778.50 $4,671.00 28 3305.0108 Miscellaneous Adjustment(Irrigation)(50150) 00 05 08 LS 1 $10,000.00 $10,000.00 29 3305,0108 Miscellaneous Structure Adjustment(WM)(50150) 3305 14 EA 6 $119,$5 $717.90 30 3305.0111 Valve Box Adjustment(50/50) 3305 14 EA 17 $461.45 $7,844.65 31 3441.4110 Remove and Reinstall Sign Panel and Post(50150) 344130 EA 6 $515.50 $3,093.00 32 9999.0005 Replace 19 Curb Inlet(Top Cap to Gradc)(50150) 33 49 20 EA 4 $4,375.50 $17,502.00 33 99K0006 Replace 20'Curb Inlet(Top Cap to Grade)(50150) 33 49 20 EA l $7,917.50 $7,$17.50 34 3125.0101 SWPPP>I acre 31 25 00 LS 1 $1,562.50 $1,562.50 35 0171.0001 Construction Staking 01 71 23 LS 1 $10,312.00 $10,312,00 36 19999,0007 Construction Allowance 00 00 00 1 LS 1 1 $50 000.00 $50000.00 UNIT 4-Pavement Rehabilitation Total Bid $515,$63.04 Bid Summary UNIT 1-Water Line Improvements $4,897,386.7!1 UNIT 2-Sewtr Improvements�� $1,9$O,t9tS0.70 UNIT 3-2014 CIF Pavement ImprovementsE. $2,761,226.20 UNIT 4-Asphalt Pavement Rehabilitation(TPVt) $$15,863.04 Grand Total Bid $9,361,365. 1 END OF SECTIONCITY 0 _. fiARD CONSTRUCTION SPEC1171CAIION DOCUMENTS JLP COVITRACT1 0, MG FORT WORTH2014 CIPCity Project Noa STANDtract 02693 Porm Rcwised 20129120 02693 Bid Proposal Addondmn7 BID BOND The American Institute of Architects, AIA Document No. A310 (February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS, that we JLB Contracting, LLC as Principal hereinafter called the Principal., and Westfield Insurance Com an as Surety, hereinafter called the Surety, are held and firmly bound unto City of Fort Worth, Texas as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Bid (5%J---------------------------- Dollars -------------------------Dollars ($ ----------------------- }, for the payment of which sum well and truly to be made,the said Principal and the said Surety,bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for 2014 CIF Year 3, Contract 1 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt, payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 27th day of Se tember 2018 �eXt,t�t1•1.1•.n.trll i Ronald ?Stlnson,Jr 1LB QQJT RACTiNG LLC ,p� � �f� Principal l`�% (Seal) vice President of Business 40 Cat oof development By:(2Z) Y_-- Name/Title rn - � mo `fig--.w WESTFIELD INSURANCE COMPANY wWo.•o* �� 1 Surety (seal) ��r111Fli11t��, By: /eW—. Sweeney, uorncy-in-Fact THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER HEARINU IniS SAMt POWER#AND ISSUED PRIOR TO 04/20111, FOR ANY PERSON OR PERSONS NAMED BELOW. General POWER NO. 422.0052 06 Power Westfield Insurance Co. of Attorney Westfield National Insurance Co. Ohio Farmers Insurance Co. CERTIFIED COPY Westfield Center, Ohio Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as "Companies," duly organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County,Ohio, do by these presents make,constitute and appoint CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W.SWEENEY,ELIZABETH GRAY, JOINTLY OR SEVERALLY of FORT WORTH and Stale of TX its true and lawful Attorneys)-in-Fact,with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship- - . _ - . - " - . - - - - - - - " - . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- LIMITATIOW THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE 6_UARANTEE, OR BANK DEPOSITORY BONDS. and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President,sealed with the corporate- seal orporateseal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorneys)-in-Fact may do in the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be It Resolved,that the President,any Senior Executive, any Secretary or any Fidelity& Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys)-In-Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney-in-Fact. may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of Indemnity and other oonditionaf or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney-in-Fact shall be as bindfng upon the Company as U signed by the President and sealed and attested by the Corporate Secretary." "Be It Further Resolved,that the signature of any such designated person and the seat of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimite signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." (Each adopted at a meeting held on February 8,2000). In Witness Whereof,WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 20th day of APRIL A.D.,2011 Corporate a,g•M•.•1<1.M.4l,1(wYlr ....... y , WESTFIELD INSURANCE COMPANY Seals ........... %sU NATIONAL EC COMPANY Affixedjvo,- -,A# qg• O10 FARMERS IdSURANCOMPAN %40* 1848 State of Ohio °"""`" Richard L. Kinnaird, Jr., National Surety Leader and County of Medina ss.: Senior Executive On this 20th day of APRIL A.D.,2011 ,before me personalty came Richard L. Kinnaird, Jr. to me known, who, being by me duly sworn, did depose and say,that he resides-in Medina, ©Ilio;that he,is Senior Executive of WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above Instrument;that he knows the seats of said Companies;that the seals affixed to said instrument are such corporate seals;that they were so affixed by order of the Boards of Directors of said Companies;and that he slgned his name thereto by ifke order. Notarial Seal al A L Affixed • William J. Kahelin,A rney at Law, Notary Public State of OhioJp My Commission Does Not Expire(Sec. 147.03 Ohio Revised Code) County of Medina ss.: Q r• 1,Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing Is a true and correct copy of a Power of Attorney, executed by said Compantes,which is stiff in full force and effect;and furthermore,the resolutions of the Boards of Directors,set out in the Power of Attorney are in full force and effect. In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this 27th day of Se .tend ��,. ,,,,,,,,,,,,,,,, �,,.;.,.I...,,,• r �LgtfRA�"Ms, gtoivAt , ISaSfll y, �t s' SEAL SE �i Secretary' `•,,,_'� 't 7• o,` _ :���� ;�� Frank A. Carrino, Secretary Nkv 4* •.,I•r........... BPOAC2 (combined) (06.02) 004313 BID BOND Page 1 of 2 SECTION 00 4313 BID BOND KNOW ALL BY THESE PRESENTS: That we, Company Name Here known as "Bidder"herein and '! III 1:> a corporate surety duly authorized to do business in the State of Texas, known as"Surety"herein,are held and firmly bound unto the City of Fort Worth,a municipal corporation created pursuant to the laws of Texas, known as"City"herein,in the penal sum of five percent(6%)of Bidder's maximum bid price, in lawful money of the United States,to be paid in Fort Worth, Tarrant County,Texas for the payment of which sum well and truly to be made,we bind ourselves,our heirs,executors, administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as 2014 CIP-YEAR 3,CONTRACT 1 City Project No.02693 NOW, THEREFORE, the condition of this obligation is such that if the City shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the City in accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount. PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas,Fort Worth Division. IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the day of 2018. PRINCIPAL: BY: Signature ATTEST: Witness as to Principal Name and Title CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2014 CIP,YEAR 3-CONTRACT 1,City Project No.02693 Form Revised 20171109 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal workbook 004313 BID BOND Page 2 of 2 Address: SURETY: BY: Signature Name and Title Address: Witness as to Surety Telephone Number: Attach Power of Attorney(Surety)for Attorney-in-Fact *Note: If signed by an officer of the Surety Company,there must be on file a certified extract from the by laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address,both must be provided.The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2014 CIP,YEAR 3-CONTRACT 1,City Project No.02693 Form Revised 20171109 00 410000 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SeCTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of lousiness 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 liore or our principal place of business, are required to be i percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of i Iorr of Lilank:., 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. n BIDDER: JLB Contrcating, LLC By: Ronald D Stinson, Jr PO Box 24939 (Signature Port Worth, Texas 7697.4 Title: VP of Business Development Date: Thursday, September 27,2090 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 02693 Enid Proposal Addendum? 0045 11-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 4511 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary.All contractors are required to be prequalified by the City prior to submitting 5 bids.To be eligible to bid the contractor must submit Section 00 45 12,Prequalification 6 Statement for the work type(s) listed with their Bid.Any contractor or subcontractor who is 7 not prequalified for the work type(s)listed must submit Section 00 45 13,Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor.The information must be submitted seven(7)days prior 12 to the date of the opening of bids.For example,a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements,if any 22 b. A certified copy of the firm's organizational documents(Corporate Charter,Articles 23 of Incorporation,Articles of Organization,Certificate of Formation,LLC 24 Regulations,Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts.To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxpgrmit/and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun&Bradstreet.This number 33 is used by the City for required reporting on Federal Aid projects.The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification.These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification.Requirements 41 a. Financial Statements.Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH 2014 C1P,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 004511-2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory,the financial statements must be audited or reviewed 2 by an independent,certified public accounting firm registered and in 3 good standing in any state.Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation,or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not,in fact,independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1)express an unqualified opinion,or(2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter,in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts.Bidding capacity is determined by multiplying the 25 positive net working capital (working capital=current assets—current 26 liabilities)by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects.Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report,the notation of 37 "None"or"NIA"should be inserted. 38 (2) A minimum of five(5)references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer,model and general common description of 43 each piece of equipment.Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject,suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH 2014 CTP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 7 8 END OF SECTION 9 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised Inly 1,2011 00 45 12 BID FORM Page 1 of 7 SECTION 00 4612 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to Utilize for the major work type(s)listed. Major Work Type Contractor/Subcontractor Company Name Proqualification Expiration Date Water Transmission, Urban/Renewal, 24-inches and Woody Contracting 4/30/2019 smaller Sewer Collection System, Urban/Renewal, 8-inches and Woody Contracting 4/30/2019 smaller Asphalt Paving Construction/Reconstruction JLB Contracting, LLC 1/1/2019 (15,000 square yards and GREATER) Concrete Paving Construction/Reconstruction JLB Contracting, LLC 1/1/2019 (LESS THAN 15,000 square yards) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: JLB Contrcating, LLC /By: Ronald D Stinson, Jr PO Box 24131 (Signa r Fort Worth, Texas 76124 27 Title: VP of Business Development Date: Thursday, September 27, 2018 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 02693 Bid Proposal Addendum? FORT WORT SECTION 00 4513 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Mark only one: Individual Limited Partnership Name under which you wish to qualify General Partnership Corporation Limited Liability Company Post Office Box City State Zip Code Street Address(required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No.(if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 200 TEXAS STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 004513-2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s)which are applicable—Block 3 is to be left blank if Block I and/or Block 2 is checked) Has fewer than 100 employees and/or ❑ Has less than$6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department Augur Boring-24-inch diameter casing and less Augur Boring-Greater than 24-inch diameter casing and greater Tunneling—36-Inches—60—inches, and 350 LF or less Tunneling-36-Inches--60--inches, and greater than 350 LF Tunneling—66"and greater, 350 LF and greater Tunneling—66"and greater, 350 LF or Less Cathodic Protection Water Distribution,Development, 8-inch diameter and smaller Water Distribution,Urban and Renewal, 8-inch diameter and smaller Water Distribution,Development, 12-inch diameter and smaller Water Distribution,Urban and Renewal, 12-inch diameter and smaller Water Transmission,Development,24-inches and smaller Water Transmission,Urban/Renewal,24-inches and smaller Water Transmission,Development,42-inches and smaller Water Transmission,Urban/Renewal,42-inches and smaller Water Transmission,Development,All Sizes Water Transmission,Urban/Renewal,All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches—36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV,24-inches and smaller CCTV,42-inches and smaller CCTV,48-inches and smaller CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 004513-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, 12-inches and smaller Sewer CIPP,24-inches and smaller Sewer CIPP,42-inches and smaller Sewer CIPP,All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System,Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System,Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development,24-inches and smaller Sewer Interceptors, Urban/Renewal,24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development,48-inches and smaller Sewer Interceptors, Urban/Renewal,48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement,All Sizes Sewer Cleaning,24-inches and smaller Sewer Cleaning,42-inches and smaller Sewer Cleaning,All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Warks Asphalt Paving Construction/Reconstruction(LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction(15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance(UNDER$1,000,000) Asphalt Paving Heavy Maintenance($1,000,000 and OVER) Concrete Paving Construction/Reconstruction(LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction(15,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 004513-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b)As a Sub-Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so,where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so,state the name of the individual, other organization and reason. 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual,name of owner and reason. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of S 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY 13. If any owner, officer,director,or stockholder of your firm is an employee of the City,or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition,list any City employee who is the spouse, child,or parent of an owner,officer,stockholder,or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH 2OI4 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,02693 Revised December 20,2012 004513-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general, limited, or registered limited liability partnership? Vice Presidents File No.(if Limited Partnership) General Partners/Officers Secretary Limited Partners(if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers(with titles, if any) Except for limited partners,the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals,please attach a certified copy of the corporate resolution, corporate minutes,partnership agreement,power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,02693 Revised December 20,2012 044513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ TOTAL BALANCE SHEET - ITEM QUANTITY ITEM DESCRIPTION VALUE 1 2 3 4 5 6 7 8 9 1a 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various- TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as"various". The City,by allowing you to show only 30 types of equipment,reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include,the manufacturer, model, and general common description of each. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 004513-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force,necessary to verify said statement. being duly sworn, deposes and says that he/she is the of_ , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of , Notary Public Notary Public must not be an officer,director,or stockholder or relative thereof. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a),as amended,Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 02693. Contractor further certifies that,pursuant to Texas Labor Code, Section 7 406.096(b),as amended,it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 12 JLB CONTRACTING,LLC By: <:::= 13 Company (Please Print) 14 15 PO BOX 24131 Signature: �j.4-►�► Dr2%e s 16 Address ,rte 17 �� 18 FORT WORTH, TEXAS 76124 Title: 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME,the undersigned authority,on this day personally appeared 27 S 1-k is ,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 as 29 the act and deed of : t. Czt->f&IYG7rn16 0 "Ct , 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 A day of 33 wy$41560— ,20,19. 34 35 _ �=�= 36 i..`''Yp" .!AMIE GREENVdAY .`.�R �e 37 _z.' c,�Notary Public, Stale of Texas ar Public", Stateas Comm. Expires 09-25-2020 38 �r�' .` `'fr°v+E��lJotery ID 1211545 4 39 END OF SE IO 40 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 o[E4%41)- I Wfabdi)p Bvilune ElafgRrJec SpccificokkHm Fr& 1 clr2 I SECTION 04 45 40 2 Minority Business Eta rise Spccifiratiuns 3 4 APPLICATION OF POLICY 5 if the total dullsr value of the conWid i� vcwcr than $50,000, oxen a MBE subcontracting goal is 6 applicable, 7 8 POLICY STAJ'EMENT 9 It ijk the policy of the City of Fust Wwh to ensure the full and equitable participLitiotl by Minority Its Business Enterprises (N1138) in the procurmneni of all goods and services. All requirements and 11 regulations stated in the City's current Business Diversity Enterprise Ordinatice apply to this bid. 12 13 MBE PROJECT COALS 14 The Cily's lily g+jal rsrx tWs project is 25 % of the total hid va lvu of the cenLmct (Base bid appllu to 15 Tarks and Community S'en cm). 16 17 Dote: if hath M13 and 513E gubcuntracling goal are established for this project, lite0 0 Offeror 141 must submit both a MSE Utilizullon Farm and a SBE U6ilization Form to be det!ined respnasive. 0 20 COMPLIANCE TO BID SPEC[FIIC ATLgNS 21 On City contracts $50,1100 or more where a MBE subcontracting goal ire ;pp1kd, Offerors are required IO 22 comply with the irltenI of lli City's Businesa Diversity enterprise Ordinance by one of the foil owing: 23 1. Meet or exceed the aIwve stated MLBE goal tihruugh MBF.subcaafri►cdng part]cipatian, a 24 2. Meet or exceed the azf ve stated MBE goal through Mif3L4' Joint Venture psrtfcIpation,or 25 3. Good Faith Effw,t documentation, or; 26 d. Prime Waiver dorunieutation. 27 28- SU-S.MIWAL OF REQUIRED ISO UME ATION 29 The applicabic documents mug he rcceiwed by the Purchasing Division. within the following times 30 allocated, in order for the court bid to be considered responsive to thy: spcFO icali uos. 'l'lte Offeror small 31 deliver the MB1r doc=entaliun its person is the approp pate omployfc of the purchasing division and 32 obtain a dateltime receipt_ Such receipt shall be evidence that the City roccived tbo dpnumentatioil in the 33 time aIlocated, A fawed andfor emnHed copy Will flat he accopt vil- 34 1_ Subcontractor Utilization Form, i r received no Iaier than 2:00 p.m., on the second City business goal i.s met or exceeded: day atter [lie bid opening date, exclusive or[lie-bid apening date. 2. Gaud l''iilth Effort and r&cived no later than 2:00 p.m., on the second City husina Sakontractor Utilization Form,if day atter the bid opening date, exclusive. of the bid opening participation is less then siated oal: Acle, 3. Good Faith Effort and received no later than 2:110 li.im,on the second City business Subconlructor Utlllxallon Tarin, if no dad- after the bid opening date, exclusive of the laid ixpeni lg MBE paTkiptiliun- date. 4. Prime Contractor Waiver Farm. received no InIcr than.2,00 p.m., on the second City bu2fness if you will perforin tII I day alter the bid opening date, cxolasive of the bid opening wiltractin Isu lier work: dale; 35 CITY O1"FORT WORTH Z414 CJF.VZO 3—eO.wPi'AACT t STANDARD M-NVMUCTION SnCtFICATEGN UOC[JMEEtM t'i5Y Pv�wt No.D24514 kevieed 313oe 9,2k)15 M4540•2 Miwrity J9aairunss Enlerpeso Speafi®iivar Aagt 2 ort S. Jamt Venture Fenn, if goal is met reoeived no WcT Than 2.00 p.m., on the second City hwiness 0r exceeded. day after the bid opening data, exclusive of the bid opening date. 2 FAILURE 'FO COMPLY wrrn um CITY'S BUSINESS [)IVERsrrY ENTERPRISE ORDINANCE 3 WILL RKSULT IN THE Rill B61NG CONSII ERE,D NON-RESONSM-E TO SPECIFICATIONS. 4 FAII.xIRE`I'O 8 U R P41 THE RE UTRED ME DOCUMENTATION WILL RESULT M T11E Jill) BEING CONSIDERED NGN•R.LSI'UIwi'.,'IVE. A SECOND FAELURE WILL RES UIj LIQ THE 0FFEROR 4 MING DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREU.FAILURE,S IN A FrVE YEAR G FERIOU WILL RESULT IN A DISQUALIFICATI-ON PERIOD OF THREE YEARS.. 7 Any Que41inn�?, PteMe Cunt set The-1 lf"E Offlee at (8 17)212i-2674. 8 IND OF SECTION 1� 11 C[TYOFF010 WORTA 20J4C.IP,Ywaft3—( EOW #A&1 STANDAR13 CONSTRLWTiDN Si ECIFFICA'IMN D0CIJ1 EN75 OtY YroloclNo.02ND ltauibed Jui1�4,�GI3 005243-1 Agreement Page 1 of 5 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT,authorized on 1 X,/11/'?_ is made by and between the City of Forth 5 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 6 ("City"), and JLB CONTRACTING, LLC , 7 authorized to do business in Texas, acting by and through its duly authorized representative, 8 ("Contractor"). 9 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 10 follows: 11 Article 1.WORK 12 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 13 Project identified herein. 14 Article 2.PROJECT 15 The project for which the Work under the Contract Documents may be the whole or only a part is 16 generally described as follows: 17 2014 CIP, YEAR 3—CONTRACT 1 18 City Project No. 02693 19 Article 3. CONTRACT PRICE 20 City agrees to pay Contractor for performance of the Work in accordance with the 21 Contract Documents an amount, in current funds, of nine million three hundred sixty one 22 thousand three hundred sixty six dollars and sixty four cents ($ 9,361,366.64). 23 Article 4. CONTRACT TIME 24 4.1 Final Acceptance. 25 The Work will be complete for Final Acceptance within 730 days after the date when the 26 Contract Time commences to run,as provided in Paragraph 2.03 of the General Conditions, 27 plus any extension thereof allowed in accordance with Article 12 of the General 28 Conditions. 29 4.2 Liquidated Damages 30 Contractor recognizes that time is of the essence for completion of Milestones,if any, and 31 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 32 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 33 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 34 the actual Ioss suffered by the City if the Work is not completed on time. Accordingly, 35 instead of requiring any such proof, Contractor agrees that as liquidated damages for 36 delay (but not as a penalty), Contractor shall pay City Six Hundred )Fifty Dollars 37 ($650.00) for each day that expires after the time specified in Paragraph 4.1 for Final 38 Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH 2014 CIF,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised 11.15.17 005243-2 Agreement Page 2 of 5 39 Article 5. CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 A. The Contract Documents which comprise the entire agreement between City and 42 Contractor concerning the Work consist of the following: 43 1. This Agreement. 44 2. Attachments to this Agreement: 45 a. Bid Form 46 1) Proposal Form 47 2) Vendor Compliance to State Law Non-Resident Bidder 48 3) Prequalification Statement 49 4) State and Federal documents(project specific) 50 b. Current Prevailing Wage Rate Table 51 c. Insurance ACORD Form(s) 52 d. Payment Bond 53 e. Performance Bond 54 f. Maintenance Bond 55 g. Power of Attorney for the Bonds 56 h. Worker's Compensation Affidavit 57 i. MBE and/or SBE Utilization Form 58 3. General Conditions, 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents, 63 6. Drawings, 64 7. Addenda, 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued,become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 73 Article 6.INDEMNIFICATION 74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 75 expense, the city, its officers, servants and employees, from and against any and all 76 claims arising out of, or alleged to arise out of,the work and services to be performed 77 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 78 under this contract. This indemnification provision is specifically intended tooperate 79 and be effective even if it is alleged or proven that all or some of the damages being 80 sought were caused, in whole or in part, by any act,omission or negligence of the city. 81 This indemnity provision is intended to include, without limitation, indemnity for 82 costs,expenses and legal fees incurred by the city in defending against such claims and 83 causes of actions. 84 CITY OF FORT WORTS 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised 11.15.17 005243-3 Agreement Page 3 of 5 85 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 86 the city,its officers,servants and employees,from and against any and all loss,damage 87 or destruction of property of the city,arising out of,or alleged to arise out of,the work - 88 and services to be performed by the contractor, its officers, agents, employees, 89 subcontractors, licensees or invitees under this contract. This indemnification 90 provision is specifically intended to operate and be effective even if it is alleged or 91 proven that all or some of the damages being sought were caused in whole or in part, 92 by any act,omission or negligence of the city. 93 94 Article 7.MISCELLANEOUS 95 7.1 Terms. 96 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 97 have the meanings indicated in the General Conditions. 98 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the 100 Contractor without the advanced express written consent of the City. I01 7.3 Successors and Assigns. 102 City and Contractor each binds itself, its partners, successors, assigns and legal 103 representatives to the other party hereto, in respect to all covenants, agreements and 104 obligations contained in the Contract Documents. 105 7.4 Severability. 106 Any provision or part of the Contract Documents held to be unconstitutional, void or 107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 108 remaining provisions shall continue to be valid and binding upon CITY and 109 CONTRACTOR. 110 7.5 Governing Law and Venue. III This Agreement, including all of the Contract Documents is performable in the State of 112 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 113 Northern District of Texas,Fort Worth Division. 114 7.6 Authority to Sign. 115 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 116 than the duly authorized signatory of the Contractor. 117 118 7.7 Prohibition On Contracts With Companies Boycotting Israel. 119 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 120 Code, the City is prohibited from entering into a contract with a company for goods or 121 services unless the contract contains a written verification from the company that it: (1) 122 does not boycott Israel; and(2)will not boycott Israel during the term of the contract. CITY OF FORT WORTH 2014 CII',YEAR 3—CONTRACT l STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cite Project No.02693 Revised 11.15.17 005243-4 Agreement Page 4 of 5 123 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 124 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 125 certifies that Contractor's signature provides written verification to the City that 126 Contractor. (I) does not boycott Israel, and(2) will not boycott Israel during the term of 127 the contract. 128 129 7.8 Immigration Nationality Act. 130 Contractor shall verify the identity and employment eligibility of its employees who 131 perform work under this Agreement, including completing the Employment Eligibility 132 Verification Form(I-9). Upon request by City, Contractor shall provide City with copies of 133 all I-9 forms and supporting eligibility documentation for each employee who performs 134 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 135 establish appropriate procedures and controls so that no services will be performed by any 136 Contractor employee who is not legally eligible to perform such services. 137 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 138 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 139 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 140 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 141 Contractor, shall have the right to immediately terminate this Agreement for violations of 142 this provision by Contractor. 143 144 7.9 No Third-Party Beneficiaries. 145 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 146 and there are no third-party beneficiaries. 147 148 7.10 No Cause of Action Against Engineer. 149 Contractor,its subcontractors and equipment and materials suppliers on the PROJECT or their 150 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 151 subcontractors, for any claim arising out of, in connection with, or resulting from the 152 engineering services performed. Only the City will be the beneficiary of any undertaking by 153 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 154 whether as on-site representatives or otherwise, do not make the Engineer or its personnel 155 in any way responsible for those duties that belong to the City and/or the City's construction 156 contractors or other entities, and do not relieve the construction contractors or any other 157 entity of their obligations, duties, and responsibilities, including, but not limited to, all 158 construction methods, means, techniques, sequences, and procedures necessary for 159 coordinating and completing all portions of the construction work in accordance with the 160 Contract Documents and any health or safety precautions required by such construction 161 work. The Engineer and its personnel have no authority to exercise any control over any 162 construction contractor or other entity or their employees in connection with their work or 163 any health or safety precautions. 164 165 SIGNATURE PAGE TO FOLLOW 166 CITY OF FORT WORTH 2014 C1P,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised 11.15.17 005243-5 Agreement Page 5 of 5 167 168 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be 169 effective as of the date subscribed by the City's designated Assistant City Manager ("Effective 170 Date"). 171 Contractor: City o o Wort JLB CONTRACTING, LLC By: _ r k=f 1"t, By: Assistant City Manager (Signature) 3 Date "Y9.,L c� Attest: (Printed Name) City Se re Title: e5 K —4c-- (Sea]) 'rte �2 fi7 .�' Address: PO BOX 24131 M&C FORT WORTH,TEXAS 76124 Date: Form 1295 No.?lam 14 $$ City/State/Zip: Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and Date administration of this contract,including ensuring all performance and reporting requirements. (NAME) (Title) Approved as to Form and Legality: me— Assistant City Attorney 172 173 APPROVAL RECOMMENDED: 174 g t j 175 (�C 176 177 DIRECTOR, 178 179 CITY OF FORT WORTH 201 FIC>IAL LA c"o CT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CjTYSECW4q 2693 Revised 11.15.17 FT. WORTH; TX 006113- 1 PERFORMANCE BOND Page I of 2 Bond No. 9848092 1 SECTION 00 61 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, JLB Contracting, LLC known as "Principal" herein and 8 Westfield Insurance Company a corporate surety(sureties, if more than one) 9 duly authorized to do business in the State of Texas, known as "Surety" herein(whether one or 10 more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 11 pursuant to the laws of Texas, known as "City"herein, in the penal sum of, Nine Million, Three 12 Hundred Sixty-One Thousand Threc Hundred Sixty-Six Dollars &c Sixty-Four Cents 13 ($9,361,366.64), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 14 Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, 15 executors, administrators, successors and assigns,jointly and severally, firmly by these presents. 16 WHEREAS, the Principal has entered into a certain written contract with the City 17 awarded the 11 day of 2015 which Contract is hereby referred to and 18 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 19 labor and other accessories defined by law, in the prosecution of the Work, including any Change 20 Orders, as provided for in said Contract designated as 2014 CIP, YEAR 3 —CONTRACT 1, City 21 Project No._02693. 22 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 23 shall faithfully perforin it obligations undcr the Contract and shall in all respects duly and 24 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 25 specifications, and contract documents therein referred to, and as well during any period of 26 extension of the Contract that may be granted on the part of the City, then this obligation shall be 27 and become null and void, otherwise to remain in full force and effect. 28 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 29 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort 30 Worth Division. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 0061 13-2 PERFORMANCE BOND Page 2 of 2 Bond No. 9818092 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 "Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the I1 day of (, 20-IS 6 PRINCIPAL: 7 7LB CONTRACTING, LLC 8 9 ]0 BY: =! 1 1 Signature 12tAfIEST 13 © 14 � ✓(f 13e a 15 Name and Title 16 6 17 Address: P.O. Box 24131 18 Fort Worth,Texas 76124 19 2021 , ipal 22 SURETY: 23 WESTFIELD INSURANCE COMPANY 24 25 26 BY: A/1V A?f /-,e 27 gnatu 28 29 Kyle W. Sweeney,Attorney-in--Fact 30 Name and Title 31 32 Address: 555 Republic Drivc, Suite 450 33 Plano,Texas 75074 34 35 � d 36 Wrtnes s to Surety Elizabeth Gray Telephone Number: 972-516-2600 37 38 39 40 *Nate: If signed by an officer of the Surety Company, there must be on file a certified extract 41 from the by-laws showing that this person has authority to sign such obligation. If 42 Surety's physical address is different from its mailing address, both must be provided. 43 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMFN'I S City Prgiect No.02693 Revised July 1,2011 0061 14- I PAYMENT BOND Page I oft Bond No. 9848092 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, JLB ContractinpLLC known as "Principal" herein, and 8 Westfield Insurance Company a corporate surety (sureties), duly authorized to 9 do business in the State of Texas, known as "Surety" herein (whether- one or )_Wore), are held and 10 Firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of 1 1 the State of Texas, known as "City" herein, in the penal sum of Nine_Million, Thi-ce Hundred 12 Sim-One Thousand Three Hundred Sixt -Six Dollars & Sixty_Four Cents ($9,361,366.x, 13 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the 14 payment of which sum well and truly be made, we bind ourselves, our heirs, executors, 15 administrators, successors and assigns,jointly and severally, firmly by these presents: 16 WHEREAS, Principal has entered into a certain written Contract with City, awarded S, 17 the y 1 day of 1- WP_r, 201S which Contract is hereby referred to and made a part 18 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and 19 other accessories as defined by law, in the prosecution of the Work as provided for in said 20 Contract and designated as 2014 CIP, YEAR 3 ---CONTRACT 1, City Project No. 02693. 21 NOW, TIIEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 22 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 23 Chapter-2253 of the Texas Government Code, as amended) in the prosecution of the Work under 24 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 25 force and effect. 26 This bond is made and executed in compliance with the provisions of Chapter-2253 of the 27 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 28 accordance with the provisions of said statute. 29 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No 02693 Revised Judy I,2011 0061 14-2 PAYMENTBOND Page 2 o1'2 Bond No. 9848092 t IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by drily authorized agents and officers on this the 1 day of 20-Lij?, 3 PRINCIPAL JLB CONTRACTING, LLC kABY: Signature y Name and Title Address: I.O. Box 2413Port Worth, Texas 76124 itnessas ° rncipaI SURETY: WESTFIELD INSURANCE COMPANY ATTEST: BY: t Sig urc Kyle_W. Sweeney, Attorney-in-Fact (Surety) Secretary Frank A. Canino Name and Title Address_ 555 Republic Drive, Suite 450 Plano, Texas 75074 Witness Pto Surety Elizabeth Gr y Telephone Number: 972-516-2600 4 5 Note: If signed by an officer of the Surety, there must be on file a certified extract. frons the 5 bylaws showing that this person has authority to sign such obligation.. If Surety's physical 7 address is different from its mailing address, both gust be provided. 8 9 The date of the bond shall not be prior to the date the Contract is awarded. 10 END OF SECTION 11 C_1TY OF FORT WORTH 2014 CEP,YEAR 3-CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 0061 19- 1 MAINTENANCE 13OND Page 1 of 3 Bond No. 9848092 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: - 6 COUNTY OF TARRANT § 7 8 That we JLB Contracting, LLC known as "Principal"herein and 9 Westfield Insurance Company , a corporate surety (sureties, if more than one) 10 duly authorized to do business in the State of Texas,known as "Surety" herein(whether one or 11 more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of the State of Texas, known as"City"herein, in the sum of Nine Million, 13 Three Hundred Sixty-One Thousand,Three Hundred Sixty-Six Dollars & Sixty-Four Cents 14 ($9,361,366.64), lawful money of the United States,to be paid in Fort Worth,Tarrant County, 15 Texas, for payment of which sum well and truly be made unto the City and its successors, we 16 bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, t7 firmly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the )L day ofJj2ENC20Jawhich Contract is hereby referred to and a made part 21 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and 22 other accessories as defined by law, in the prosecution of the Work, including any Work resulting 23 from a duly authorized Change Order(collectively herein, the"Work") as provided for in said 24 contract and designated as 2014 CIP, YEAR 3 —CONTRACT 1, City Project No. 02693, and 25 26 WHEREAS,Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City("Maintenance Period"),- and 30 31 WIIEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need thereof at any time within the Maintenance 33 Period_ 34 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised Jtdy I,2011 0061 19-2 MAINTENANCE BOND Page 2 of 3 Bond No. 9848092 1 NOW TIIEREFORE, the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 1 I PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County, Texas or the United States District Court for the Northern District of Texas,Fort 13 Worth Division; and 14 15 PROVIDED TURTHER,that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July I,2011 00(11 ]9-3 MAINTENANCE BOND Page 3 ol'3 Bond No. 9848092 1 IN WITNESS WHEREOF, the Prirncipat and the Surety have each.SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 1 day of�Ce n -r, 20 3 4 PRINCIPAL: 5 JLB CONTRACTING, LLC 6 7 8 BY: ---.. 9 Signature 10 12 ATTE 11 ve ]3 (P n ipal) llecreikry Name and Title 14 15 Address: P.O. Box 24131 16 Fort Worth,Texas 76124 18 19 Witness as t -incipal 20 SURETY: 21 WESTFIELD NSURANCE.COMPANY 22 23 24 BY: _ 25 Signature 26 27 Kyle W. Sweeney: Attonac_y-in-Fact 28 ATTEST. Name and Title 30 f o Address: 555 Republic Drive, Suite 450 31 (Surety) Secretary Frank A_Carrillo Plano,Texas 75074__ 32 33 34 Witnes as to Surety Elizabeth Gra Telephone Number: 972-516-2600 35 36 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 37 from the by-laws showing that this person has authority to sign such obligation. If 38 Surety's physical address is different from its mailing address, both must be provided. 39 The date of the bond shall not be prior to the date the Contract is awarded. 40 CITY OF FORT WORTH 2014 C1P.YEAR 3 -CONTRACT I STANDARD CONSTRUCTION'SPECIFICATION DOCUMENTS Ciiv Project No_02693 Revised July I,2011 IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una queja: You may call Westfield Insurance Company's and/or Ohio Farmers Insurance Company's Usted puede llamar al numero de telefono gratis de toll-free telephone number for information or to Westfield Insurance Company's 1 Ohio Farmers make a complaint at: Insurance Company's para informacion o para someter una queja al: 1-800-368-3597 1-800-368-3597 You may also write to Westfield Insurance Company and/or Ohio Farmers Insurance Usted tambien puede escribir a Westfield Insurance Company at: Company/Ohio Farmers Insurance Company: 555 Republic Drive, Suite 450 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 Plano, Texas 75074-8848 You may contact the Texas Department of Puede comunicarse con el Departamento de Insurance to obtain information on Seguros de Texas para obtener informacion acerca companies, coverages, rights or complaints de companias, coberturas, derechos o quejas al: at: 1-800-252-3439 1-800-252-3439 Puede escribir al Departamento de Seguros de You may write the Texas Department of Texas: insurance: P. O. Box 149104 P. O. Box 149104 Austin, TX 78714-9104 Austin, TX 78714-9104 Fax: (512) 475-1771 Fax: (512)475-1771 Web: http://www.tdi.state.tx.us Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection(c7tdi.state.tx.us E-mail: ConsumerProtectionP-tdi.state.tx.us DISPUTAS SOBRE PRIMAS O RECLAMOS: PREMIUM OR CLAIM DISPUTES: Si tiene una disputa concerniente a su prima o a un Should you have a dispute concerning your reclamo, debe comunicarse con el agente o premium or about a claim you should Westfield Insurance Company/Ohio Farmers contact the agent or Westfield Insurance Insurance Company primero. Si no se resuelve la Company and/or Ohio Farmers Insurance disputa, puede entonces comunicarse con el Comapny first. If the dispute is not resolved, departamento (TDI). you may contact the Texas Department of Insurance. UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se ATTACH THIS NOTICE TO YOUR convierte en parte o condicion del documento POLICY: This notice is for information only adjunto. and does not become a part or condition of the attached document. THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARINci 1ni5 SAM_ POWER#AND ISSUED PRIOR TO 04/20/11, FOR ANY PERSON OR PERSONS NAMED BELOW. General POWER ISO_ 4220052 06 Power Westfield Insurance Co. of Attorney Westfield National Insurance Co. Ohio Farmers Insurance Co. CERTIFIED CORY Westfield Center, Ohio Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL. INSURANCE COMPANY and OHIO _ FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as -Companies,- duly organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio, do by these presents make, constitute and appoint CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, JOINTLY OR SEVERALLY of FORT WORTH and State of TX its true and lawful Attorneys)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - -. LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONDS. and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President,sealed with the corporate seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the-premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors or each of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be It Resolved,that the President, any Senior Executive, any Secretary or any Fidelity& Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney-in-FacL may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney-in-Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary." "Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power or attorney or certificate bearing facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.- (Each adopted at a meeting held on February 8,2000). .In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 20th day of APRIL A.D_2011 . Nn ,� .......,, Corporate `�20AUHA�C' ;`'��ON�L.;, %*SU WESTFIELD INSURANCE COMPANY •. a. ;s �,.a WESTFIELD NATIONAL INSURANCE COMPANY Affixedv .u+ 40�` O: Gv X ':;+` OHIO FARMERS INSURANCE COMPANY "f 'rod SEAL �" =`o-�ttARFER"p _,t - .ao. ;p � :• 1848 •. /1 �. By State of Ohio ""'" ^.. ; ""• * Richard L. Kinnaird, Jr., National Surety Leader and County of Medina ss.: Senior Executive On this 20th day of APRIL A.D., 2011 , before me personally came Richard L. Kinnaird, Jr. to me known, who, being by me duly sworn, did depose and say, that he resides-in Medina, Ohio;that he is Senior Exectitive of WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above instrument;that he knows the seats of said Companies-,that the seals affixed to said instrument are such corporate seals;that they were so affixed by order of the Boards of Directors of said Companies;and that he signed his name thereto by like order. Notarial „„........, Seal ..•` a5 A i-S4a Affixed • William J. Kati lin,A rney at Law, Notary Public State of Ohio ' U+ do My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) County of Medina ss-: I,Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies,which is still in full force and effect;and furthermore,the resolutions of the Boards of Directors,set out in the Power of Attorney are in tuff force and effect. In Witness Whereof, 1 have hereunto set my hand and affixed the seals of said Companies; at Westtield Center, Ohio, this day of X 4AUFIA& rA` /moo, tsit 4 S SEAL :m G� - O � � 's Vie, . =u~i; - :�_ .secretary �� o: : 1848 :�= Frank A. Carrino, Secretary S ••"yao""'^.. .......... �.....••`4 _. BPOAC2 (combined) (06-02) Client#: 55189 JLBCON TM CERTIFICATE OF LIABILITY INSURANCE 012/041201m8 2/04120201Y8 1 210 4 1 8 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTA NAME:CT Carla West The Nitscho Group PHONE 97g_5g0_2208 FAX 143 East Austin -MAExt): arc,No): IL ADDRESS: carlaw@thenitschogroup.com Giddings,TX 78942-3299 979 542-3666 INSURERS)AFFORDING COVERAGE NAIL# 11 INSURER A:Cincinnati Insurance Company 10677 INSURED INSURER B.Texas Mutual Insurance Company 22945 JLB Contracting, LLC P O Box 24139 INSURER 0:Westchester Surplus Lines Insurance Co. 10172 Fort Worth,TX 76124 INSURER D:Navigators Insurance Company 42307 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY NUMBER MMI�DIYYW MMIDIDIIYYYY LTR TYPE OF INSURANCE INSR WVD LIMITS A X COMMERCIAL GENERAL LIABILITY EPP0396782 8/01/2018 08/01/2019 EgACH OCCURRENCE $1,000,000 CLAIMS-MADE _X OCCUR PRiAASE5 Ea.•cu'°nem $500,000 X PD Ded:1,000 MED EXP(Anyone person) _00000 PERSONAL RADVINJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO- POLICY X JECT LOC PRODUCTS-COMPIOPAGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY EBA0396782 8/01/2018 08/01/201 Eo eccllde0 SINGLE LIMIT 1,000,000 JXANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY X AUTOS ONLY Per accident $ rive Oth Car $ A X UMBRELLA LIAR X OCCUR EPP0396782 8101/2018 08/01/2019 EACH OCCURRENCE s2,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE s2,000,000 DEO I X1 RETENTION$0 $ B WORKERS COMPENSATION 0001310112 8/01/2018 08101/2019 X 15TEARTUTEI JOrRTH- AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVEYrN E.L.EACH ACCIDENT $1,000,000 OFFICERIMEMSER EXCLUDED? FYIN r A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Pollution Liab G28151184003 8/01/2018 08101/201 2,000,000 Agg110,000 do 1,000,000 Each Cond D Excess LiabilityH018EXC9415421V 8/01/2098 08/07/201 3,000,000 A IOcc DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) RE:2014 CIP Year 3 Contract 1,City Project 02693 As per policy provision,Certificate Holder is listed as additional insured in regard to the auto and general liability policies as provided by blanket additional insured endorsement when required by written contract. A blanket waiver of subrogation endorsement is provided to the Certificate Holder in regard to the auto,general liability and workers compensation policies as per policy provision when required by (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION City of Fort Worth SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Purchasing Divison ACCORDANCE WITH THE POLICY PROVISIONS. 200 Texas St. Fort Worth,TX 76102 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) 1 of 2 The ACORD name and logo are registered marks of ACORD #S7927591M789621 066 DESCRIPTIONS (Continued from Page 1) written contract.As per policy provision the general liability policy contains an endorsement with Primary and Noncontributory wording.General liability,auto and workers compensation policies include(s)a 30 bays Notice of Cancellation endorsement providing 30 days advance notice if policy is canceled by the company other than for nonpayment of premium,or direct cancellation by named insured as per policy provision. SAGITTA 25.3(2016103) 2 of 2 #S7927591M789621 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoly 2,2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article I —Definitions and Terminology..........................................................................................................1 1.01 Defined Terms...............................................................................................................................l 1.02 Terminology..................................................................................................................................6 Article2—Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time;Notice to Proceed................................................................7 2.03 Starting the Work..........................................................................................................................8 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules....................................................................................................8 Article 3 --Contract Documents: Intent,Amending,Reuse............................................................................8 3.01 Intent..............................................................................................................................................8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................11 Article 4—Availability of Lands; Subsurface and Physical Conditions;Hazardous Environmental Conditions;Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions ..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities ...............................................................................................................13 4.05 Reference Points .........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5—Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance,Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6—Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmiy2,2016 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:Febnary2,2016 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;AIlowances; Unit Price Work; Plans Quantity Measurement......................41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12--Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 -Tests and Inspections; Correction,Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release........................................................56 14.09 Waiver of Claims........................................................................................................................57 Article 15-Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUNvIENTS Revision:Fehnimy 2,2036 Article 17—Miscellaneous............................................. .............62 .................................................................... 17.01 Giving Notice..............................................................................................................................62 17.02 Computation of Times................................................................................................................62 17.03 Cumulative Remedies.................................................................................................................62 17.04 Survival of Obligations...............................................................................................................63 17.05 Headings............................................................................................ ..63 ........................................ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision;Febwry2,2016 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 term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award–Authorization by the City Council for the City to enter into an Agreement. b. Bid--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. S. 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:Fehcuwy2,2016 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 services by a third party is not a Contract Claim. 19. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations,representations,or agreements,whether written or oral. 20. Contract Documents—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price—The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and(ii)complete the Work so that it is ready for Final Acceptance. 23. Contractor—The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febrmy2,2016 s 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;Fdmimy2,2016 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 perfonn 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:Febmazy 2,2016 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 Iegal holidays). 57. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febrtuy2,2016 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:Fdmny2,2016 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 perforin 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:Febnmy 2,2016 007200-1 GENERAL CONDITIONS Page S 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:Febm wy2,2016 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 part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or(c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoiy2,2016 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 documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fcbnwly 2,2016 007200-I 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 Iimited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies,the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall 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. I. 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;Febniazy 2,2016 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: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto;or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations,opinions,or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any"technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate;or 2, is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy 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. Passible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated.• The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others;and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data.; b, locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities,including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated.- 1. ndicated:1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 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:F&wwy2,2016 007200-1 GENERAL CONDITIONS Page IS of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers,or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06G 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:Febany2,2016 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 5.02.0. 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:Febnwiy2,2016 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. S. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis,the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febfmy2,2016 007209-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups,must also be approved by City. 11. Any deductible in excess of$5,000.00, for any policy that does not provide coverage on a first-dollar basis,must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with Iimits 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 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:Febnimy2,2016 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 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:Febmary2,2016 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. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Pebnwiy2,2016 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 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or"or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal".Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH S'T'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 007200-] 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;Febnwiy 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.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febrmy2,2016 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: I. 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: MY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Feb=y2,2016 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;Mmory 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 1 Ith day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii)the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258,Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnay2,2016 007200-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design,process,product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 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 SPECIFICATIOH DOCUMENTS Revision:Febnmy2,2016 007200-1 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, httl2://www.window.state.tx.us/taxinfo/taxforms/93-lorms.litml 6.12 Use ofSate 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. CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmry2,2016 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 621, 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 Iocations 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:Febnoy2,2016 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:Fdxuaiy 2,2016 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 conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier,pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. MY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febwwy2,2016 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;Febmary 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 SPECIIICALLY__INTEND_ED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DA-MA ES BEING SOUGHT YffHE CAUSEMN 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. JjVL5jDUMWE1CATLQN PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehrmy2,2416 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. WHOLE OR IN EAU, 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 SPECIIFICATION DOCUMENTS Revision:Fehntary 2,2016 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 VI, Civil Rights Act of 1964 as amended.- Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7—OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work;and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy 2,2016 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:Febn ary2,2016 007200-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8,08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with 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 IJ,1111 C0111011, or his/her successor pursuant to written notification from the Director of the Water Deparlrncnt. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febway 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. 9.01 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:February 2,2016 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:FeWay2,2016 007200-l GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph . 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim,with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any,take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniary2,2016 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 WORD; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55%markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTTON SPECIFICATTON DOCUMENTS Revision:Febnuuy 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. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February2,2016 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 11.01.A.I 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 11.0 LA and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Februwy2,2016 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 WORTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnary 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%. b. 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. MY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnay2,2016 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 12.01.13.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon,then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11A1.A.1, 11.0l.A.2, and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.0 LAA and 11.01.A.5, the Contractor's fee shall be five percent(5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.0LC.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision;Februmy 2,2016 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 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor,the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any,which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision;FeUmazy2,2016 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 (TT)LR) 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. I. 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:Febmazy 2,2016 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. 3.05 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 MY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 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 court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee,if any,on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1, repair such defective land or areas; or 2. correct such defective Work;or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work,to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement(including but not limited to all costs of repair or replacement of work of others)will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnny2,2016 00 72 00-1 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:Febnay2,2016 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. MY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnwiy 2,2016 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:Febnkary 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:Febn=y 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. MY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdmory 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 Iiquidated 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:Febnxuy2,2016 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:Febnmty2,2016 007200-i GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation,may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.13); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City;or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature,the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to cant'on the Work satisfactorily; or S. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are 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:Febnuary 2,2036 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 DOCUNffiNTS Revision:Febnmry2,2016 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:Febnoly 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 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;Febnary 2,2016 007200.1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17—MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if- 1. f1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnxuy2,2016 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:Febnrazy2,2016 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 5 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 7 Supplementary Conditions 8 9 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 10 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 11 modified or supplemented remain in full force and effect as so modified or supplemented. Al]provisions 12 of the General Conditions which are not so modified or 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 have the 17 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 Conditions and 22 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 for bidding. 31 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the 32 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 as of 37 April 4,2017: 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 guaranteed, 41 and do not bind the City. 42 43 If Contractor considers the final easements provided to differ materially from the representations on the 44 Contract Drawings, Contractor shall within five (5)Business Days and before proceeding with the Work, 45 notify City in writing associated with the differing easement line locations. 46 47 SC-4.01A.2,"Availability of Lands" CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTIZACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised January 22,2016 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 1 2 Utilities or obstructions to be removed,adjusted,and/or relocated 3 4 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated 5 as of April 4,2017 6 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None ............................................................................-.............................................................................................. ......................................................-- .._............................................. 7 The Contractor understands and agrees that the dates listed above are estimates only,arc not guaranteed, 8 and do not bind the City. 9 10 SC-4.02A.,"Subsurface and Physical Conditions" 11 12 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 13 REPORT OF TEST HOLE AND PLASTICITY INDEX 14 A Report No. 160923046,dated 10108116,prepared by T. Smith Inspection&Testing,LLC, a consultant of 15 the City,providing additional information on Test Hole and Plasticity, 16 17 The following are drawings of physical conditions in or relating to existing surface and subsurface 18 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 19 THE RIOS GROUP-SUE Plan Sheets 20 21 SC-4.06A.,"Hazardous Environmental Conditions at Site" 22 23 The following are reports and drawings of existing hazardous environmental conditions known to the City: 24 NONE 25 26 SC-5.03A.,"Certificates of Insurance" 27 28 The entities listed below arc"additional insureds as their interest may appear"including their respective 29 officers,directors,agents and employees. 30 31 (1) City 32 (2) Consultant: NONE 33 (3) Other: NONE 34 35 SC-5.04A.,"Contractor's Insurance" 36 37 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 38 coverages for not less than the following amounts or greater where required by laws and regulations: 39 40 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 41 42 Stattrlory limits 43 Employer's liability 44 $100,000 each aceidenf/occurr-ence 45 $100,000 Disease-each employee 46 $500,000 Disease-policy krait 47 48 SC-5.04B.,"Contractor's Insurance" 49 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT t STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised January 22,2016 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 1 5.04B.Commercial General Liability,under Paragraph GC-5.0413.Contractor's Liability Insurance 2 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 3 minimum limits of 4 5 $1,000,000 each occurrence 6 $2,000,000 aggregate limit 7 8 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the - 9 General Aggregate Limits apply separately to each job site. 10 I 1 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 12 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 13 14 SC 5,04C.,f°Contractor's Insurance" 15 5.04C. Automobile Liability,under Paragraph GC-5.04C.Contractor's Liability Insurance under 16 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 17 18 (1) Automobile Liability-a commercial business policy shall provide coverage on"Any Auto", 19 defined as autos owned,hired and non-owned. 20 2I $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 22 least: 23 24 $250,000 Bodily Injury per person/ 25 $500,000 Bodily Injury per accident/ 26 $100,000 Property Damage 27 28 SC-5.04D.,"Contractor's Insurance" 29 30 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and 31 material deliveries to cross railroad properties and tracks. NONE 32 33 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 34 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 35 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 36 Entry Agreement"with the particular railroad company or companies involved,and to this end the 37 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 38 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate 39 to the Contractor's use of private and/or construction access roads crossing said railroad company's 40 properties. 41 42 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 43 coverage for not less than the following amounts,issued by companies satisfactory to the City and to the 44 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 45 occupy,or touch railroad property: 46 47 (1) General Aggregate: $Confirm Limits with Railroad 48 49 (2) Each Occurrence: $Con rrm Limits with Railroad 50 51 Required for this Contract X Not requiredfor this Contract 52 53 54 With respect to the above outlined insurance requirements,the following shall govern: 55 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised January 22,2016 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1 1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in 2 the name of the railroad company. However, if more than one grade separation or at-grade 3 crossing is affected by the Project at entirely separate locations on the line or lines of the same 4 railroad company,separate coverage may be required,each in the amount stated above. 5 6 2. Where more than one railroad company is operating on the same right-of-way or where several 7 railroad companies are involved and operated on their own separate rights-of-way,the Contractor 8 may be required to provide separate insurance policies in the name of each railroad company. 9 10 3. If,in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a I I railroad company's right-of-way at a location entirely separate from the grade separation or at- 12 grade crossing,insurance coverage for this work must be included in the policy covering the grade 13 separation. 14 15 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 16 way,all such other work may be covered in a single policy for that railroad,even though the work 17 may be at two or more separate locations. 18 19 No work or activities on a railroad company's property to be performed by the Contractor shall be 20 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 21 for each railroad company named,as required above. All such insurance must be approved by the City and 22 each affected Railroad Company prior to the Contractor's beginning work. 23 24 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 25 has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition, 26 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 27 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 28 railroad company operating over tracks involved in the Project. 29 30 SC-6.04.,"Project Schedule" 31 32 Project schedule shall be tier 3 for the project. 33 34 SC-6.07.,"Wage Rates" 35 36 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 37 Appendixes: 38 2013 Prevailing Wage Rates(Heavy and highway Construction Projects) 39 40 SC-6.09.,"Permits and Utilities" 41 42 SC-6.09A.,"Contractor obtained permits and licenses" 43 The following arc known permits and/or licenses required by the Contract to be acquired by the Contractor: 44 NONE 45 46 SC-6.09B."City obtained permits and licenses" 47 The following are known permits and/or licenses required by the Contract to be acquired by the City: 48 NONE 49 50 SC-6.09C."Outstanding permits and licenses" 51 52 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of April 4, 53 2017 54 55 Outstanding Permits and/or Licenses to Be Acquired CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised January 22,2016 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE 1 2 3 SC-7.02.,"Coordination" 4 5 The individuals or entities listed below have contracts with the City for the performance of other work at 6 the Site: 7 Vendor Scope of Wort Coordination Authority NONE 8 9 10 SC-8.01,"Communications to Contractor" 11 12 NONE 13 14 SC-9.01.,"City's Project Manager" 15 16 The City's Project Manager for this Contract is Liam Conlon,or his/her successor pursuant to written 17 notification from the Director of the Water Department. 18 19 SC-13.03C.,"Tests and Inspections" 20 21 NONE 22 23 SC-16.01C.1,"Methods and Procedures" 24 25 NONE 26 27 28 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 112212016 F. Griffin SC-9.01., "City's Project Representative"wording changed to City's Project Manager. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised January 22,2016 011100-1 SUMMARY OF WORK Page]of 3 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0-Bidding Requirements,Contract Forms, and Conditions of the Contract 11 2. Division 1 -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES (NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor,materials,and equipment,and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project,such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list,then the item shall 27 be considered as a subsidiary item of Work,the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys,or other public places 34 or other rights-of-way as provided for in the ordinances of the City,as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools,materials,and equipment for construction 37 purposes may be stored in such space,but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 01 1100-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks,the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to,all trees,shrubbery,plants, 18 lawns,fences,culverts,curbing,and all other types of structures or improvements, 19 to all water,sewer, and gas lines,to all conduits,overhead pole lines,or 20 appurtenances thereof,including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at Ieast 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation,company,individual,or other,either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission,neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work,material,or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight,and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements,including removal,temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal,unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH 2014 CTP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 011100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL 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] 8 112 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 2014 CII',YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 012500-1 SUBSTITUTION PROCEDURES Page I of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not"or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include,but are not necessarily limited to: 17 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 —General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution-General 26 1. Within 30 days after award of Contract(unless noted otherwise),the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors,trade names, or 31 catalog numbers. 32 a. When this method of specifying is used,it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names,or catalog numbers,provided said products are"or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or-equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements,or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 012500-2 SUBSTI'T'UTION PROCEDURES Page 2 of 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form(attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution,including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule,when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product,including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including,but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples became the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) IIlustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved,the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if. 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion,acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion,substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product,the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified,and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work,to include building 20 modifications if necessary,making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2- PRODUCTS [NOT USED] 28 PART 3- EXECUTION [NOT USED] 29 END OF SECTION 30 Revision Log DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design,including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better(explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm Not recommended Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH 2014 CIP,YEAR 3--CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,201I 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART1m GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded,tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting,prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised August 17,2012 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 0132 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way,utility clearances,casements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 in. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre-Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii, Final Payment 45 J. Questions or Comments CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised August 17,2012 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USEDI 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 USEDI 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 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised August 17,2012 013120-1 PROJECT MEETINGS Page 1 of 3 1 SECTION 013120 2 PROJECT MEETINGS 3 4 PARTI - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Provisions for project meetings throughout the construction period to enable orderly 8 review of the progress of the Work and to provide for systematic discussion of 9 potential problems 10 B. Deviations this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0--Bidding Requirements,Contract Forms and Conditions of the Contract 14 2. Division 1 —GeneraI Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination 22 1. Schedule,attend and administer as specified,periodic progress meetings,and 23 specially called meetings throughout progress of the Work. 24 2. Representatives of Contractor, subcontractors and suppliers attending meetings 25 shall be qualified and authorized to act on behalf of the entity each represents. 26 3. Meetings administered by City may be tape recorded. 27 a. If recorded,tapes will be used to prepare minutes and retained by City for 28 future reference. 29 4. Meetings,in addition to those specified in this Section,may be held when requested 30 by the City,Engineer or Contractor. 31 B. Pre-Construction Neighborhood Meeting 32 1. After the execution of the Agreement,but before construction is allowed to begin, 33 attend 1 Public Meeting with affected residents to: 34 a. Present projected schedule,including construction start date 35 b. Answer any construction related questions 36 2. Meeting Location 37 a. Location of meeting to be determined by the City. 38 3. Attendees CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 013120-2 PROJECT MEETINGS Page 2 of 3 1 a. Contractor 2 b. Project Representative 3 c. Other City representatives 4 4. Meeting Schedule 5 a. In general,the neighborhood meeting will occur within the 2 weeks following 6 the pre-construction conference. 7 b. In no case will construction be allowed to begin until this meeting is held. 8 C. Progress Meetings 9 1. Formal project coordination meetings will be held periodically. Meetings will be 10 scheduled and administered by Project Representative. 11 2. Additional progress meetings to discuss specific topics will be conducted on an as- 12 needed basis. Such additional meetings shall include,but not be limited to: 13 a. Coordinating shutdowns 14 b. Installation of piping and equipment 15 c. Coordination between other construction projects 16 d. Resolution of construction issues 17 e. Equipment approval 18 3. The Project Representative will preside at progress meetings,prepare the notes of 19 the meeting and distribute copies of the same to all participants who so request by 20 fully completing the attendance form to be circulated at the beginning of each 21 meeting. 22 4. Attendance shall include: 23 a. Contractor's project manager 24 b. Contractor's superintendent 25 c. Any subcontractor or supplier representatives whom the Contractor may desire 26 to invite or the City may request 27 d. Engineer's representatives 28 e. City's representatives 29 f. Others,as requested by the Project Representative 30 5. Preliminary Agenda may include: 31 a. Review of Work progress since previous meeting 32 b. Field observations,problems,conflicts 33 c. Items which impede construction schedule 34 d. Review of off-site fabrication, delivery schedules 35 e. Review of construction interfacing and sequencing requirements with other 36 construction contracts 37 f. Corrective measures and procedures to regain projected schedule 38 g. Revisions to construction schedule 39 h. Progress,schedule,during succeeding Work period 40 i. Coordination of schedules 41 j. Review submittal schedules 42 k. Maintenance of quality standards 43 1. Pending changes and substitutions 44 in. Review proposed changes for: 45 1) Effect on construction schedule and on completion date 46 2) Effect on other contracts of the Project 47 n. Review Record Documents 48 o. Review monthly pay request CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 013120-3 PROJECT MEETINGS Page 3 of 3 1 p. Review status of Requests for Information 2 6. Meeting Schedule 3 a. Progress meetings will be held periodically as determined by the Project 4 Representative. 5 1) Additional meetings may be held at the request of the: 6 a) City 7 b) Engineer 8 c) Contractor 9 7. Meeting Location 10 a. The City will establish a meeting location. 11 1) To the extent practicable,meetings will be held at the Site. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2- PRODUCTS [NOT USED] 21 PART 3 - EXECUTION [NOT USED] 22 END OF SECTION 23 Revision Log DATE NAME SUMMARY OF CHANGE 24 CITY OF FORT WORTH 2014 CII',YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 013216-1 CONSTRUCTION PROGRESS SCHEDULE Pagel of 5 1 SECTION 013216 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation,submittal,updating,status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1-No schedule submittal required by contract. Small,brief duration 23 projects 24 b. Tier 2-No schedule submittal required by contract,but will require some 25 milestone dates. Small,brief duration projects 26 c. Tier 3- Schedule submittal required by contract as described in the 27 Specification and herein.Majority of City projects,including all bond program 28 projects 29 d. Tier 4- Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1} Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5- Schedule submittal required by contract as described in the 34 Specification and herein.Large and/or very complex projects with long 35 durations,high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule-Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule-Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 0132 16-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative-Concise narrative of the schedule including schedule 2 changes, expected delays,key schedule issues,critical path items,etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost-loaded baseline Schedule using approved software and the 9 Critical Path Method(CPM)as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative(Project Scheduler)responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders,resulting in a change of contract time,in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met,or when so directed by the City,make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day,working 37 days per week,the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities,and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City,the City may direct the Contractor to increase the level of effort in 43 manpower(trades),equipment and work schedule(overtime,weekend and holiday 44 work,etc.)to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will,after receipt of such justification and supporting 9 evidence,make findings of fact and will advise the Contractor,in 10 writing thereof. 11 2) if the City finds that the requested extension of time is entitled,the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which,according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time,it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions,weather, 27 technical difficulties,strikes,unavoidable delays on the part of the City or its 28 representatives,and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions,the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work,in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest fmish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates,and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,201I 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays,affecting paths of activities 2 containing float time,will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts,the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors,the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases,the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera{P6 or Primavera Contractor} 24 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City,no further progress schedules are required. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'T'S City Project No.02693 Revised duly 1,2011 0132 16-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 14 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 112 WARRANTY [NOT USED] 14 PART 2- PRODUCTS [NOT USED] 15 PART 3 - EXECUTION[NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUA MARY OF CHANGE 18 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment,including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY[NOT USED] 33 PART 2- PRODUCTS [NOT USED] CITY OF FORT WORTH 2014 CII',YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 013233-2 PRECONSTRUCTION VIDEO Page 2 of 1 PART 3- EXECUTION [NOT USED] 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE 4 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 013300-1 SUBMITTALS Page 1 of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data(including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing,at the time of submittal,of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare,prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities,or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including,but not limited to: 32 a) Disapproval and resubmittal(if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH 2014 CQ',YEAR 3—CONTRACT] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 01 3300-2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule,and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples,utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter,A-Z,indicating the resubmission of the same drawing(i.e. 11 A=2nd submission,B=3rd submission,C=4th submission,etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission(second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings,product data and samples,including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing,sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) `By this submittal,I hereby represent that I have determined and verified 33 field measurements,field construction criteria,materials,dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 '/z inches x I1 inches to 8 %inches x I Iinches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items/Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 013300-3 SUBMITTALS Page 3 of 9 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of. - 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product,with the Specification Section number,page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards,such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes,but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation(working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List,clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List,submittal data may include,but is not necessarily limited to: 38 a. Standard prepared data for manufactured products(sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH 2014 CII',YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 013300-4 SU13MITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare-parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections,include,but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing,sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed,materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work,materials,fabrication,and installations in conformance 26 with approved shop drawings,applicable samples,and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site,or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned,Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution(if required in lieu of electronic distribution) CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 013300-5 SUBMITTALS Page 5 of 8 l a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples,where required,to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings,data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors,including details, 26 dimensions,and materials 27 c. Approving departures from details furnished by the City,except as otherwise 28 provided herein 29 2. The review and approval of shop drawings,samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor,and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy,for coordinating the 35 Work with all other associated work and trades,for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings,data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance,the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under I of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment anal/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 013300-6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however,all notations and comments must be incorporated into the 12 fmal product. 13 b) This resubmittal is to address all comments,omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED"is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense,based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals,will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered"Not Approved"until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents,then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 013300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City,the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded,will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include,but are not necessarily 8 limited to,complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information(RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information(RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with"RFI"followed by series number,"-xxx",beginning with"01"and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required,the City will issue a Field Order or Change 29 Order,as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 36 111 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY[NOT USED] CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 01 3300-8 SUBMITTALS Page 8 of 8 1 PART 2- PRODUCTS [NOT USED] 2 PART 3- EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days 5 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes,but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives,Drop Weight,Etc. 13 f. Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 19 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include,but are not necessarily limited to: 23 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division I —General Requirements 25 3. Section 33 12 25—Connection to Existing Water Mains 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Coordination within Railroad permit areas 29 a. Measurement 30 1) Measurement for this Item will be by lump sum. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 will be paid for at the lump sum price bid for Railroad Coordination. 34 c. The price bid shall include: 35 1) Mobilization 36 2) Inspection 37 3) Safety training 38 4) Additional Insurance 39 5) Insurance Certificates CITY OF FORT WORTH 2OI4 CII',YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 6) Other requirements associated with general coordination with Railroad, 2 including additional employees required to protect the right-of-way and 3 property of the Railroad from damage arising out of and/or from the 4 construction of the Project. 5 2. Railroad Flagmen 6 a. Measurement 7 1) Measurement for this Item will be per working day. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 will be paid for each working day that Railroad Flagmen are present at the 11 Site. 12 c. The price bid shall include: 13 1) Coordination for scheduling flagmen 14 2) Flagmen 15 3) Other requirements associated with Railroad 16 3. All other items 17 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification,unless a date is specifically cited. 24 2. Health and Safety Code,Title 9. Safety, Subtitle A. Public Safety,Chapter 752. 25 High Voltage Overhead Lines. 26 3. North Central Texas Council of Governments (NCTCOG)—Clean Construction 27 Specification 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Coordination with the Texas Department of Transportation 30 1. When work in the right-of-way which is under the jurisdiction of the Texas 31 Department of Transportation(TxDOT): 32 a. Notify the Texas Department of Transportation prior to commencing any work 33 therein in accordance with the provisions of the permit 34 b. All work performed in the TxDOT right-of-way shall be performed in 35 compliance with and subject to approval from the Texas Department of 36 Transportation 37 B. Work near High Voltage Lines 38 1. Regulatory Requirements 39 a. All Work near High Voltage Lines(more than 600 volts measured between 40 conductors or between a conductor and the ground) shall be in accordance with 41 Health and Safety Code,Title 9, Subtitle A,Chapter 752. 42 2. Warning sign 43 a. Provide sign of sufficient size meeting all OSHA requirements. 44 3. Equipment operating within 10 feet of high voltage lines will require the following 45 safety features CITY OF FORT WORTH 2014 CII',YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Insulating cage-type of guard about the boom or arm 2 b. Insulator links on the lift hook connections for back hoes or dippers 3 c. Equipment must meet the safety requirements asset forth by OSHA and the 4 safety requirements of the owner of the high voltage lines 5 4. Work within 6 feet of high voltage electric lines 6 a. Notification shall be given to: 7 1) The power company(example: ONCOR) 8 a) Maintain an accurate log of all such calls to power company and record 9 action taken in each case. 10 b. Coordination with power company 11 1) After notification coordinate with the power company to: 12 a) Erect temporary mechanical barriers,de-energize the lines,or raise or 13 lower the lines 14 c. No personnel may work within 6 feet of a high voltage line before the above 15 requirements have been met. 16 C. Confined Space Entry Program 17 1. Provide and follow approved Confined Space Entry Program in accordance with 18 OSHA requirements. 19 2, Confined Spaces include: 20 a. Manholes 21 b. All other confined spaces in accordance with OSHA's Permit Required for 22 Confined Spaces 23 D. Air Pollution Watch Days 24 1. General 25 a. Observe the following guidelines relating to working on City construction sites 26 on days designated as"AIR POLLUTION WATCH DAYS". 27 b. Typical Ozone Season 28 1) May 1 through October 31. 29 c. Critical Emission Time 30 1) 6:00 a.m.to 10:00 a.m. 31 2. Watch Days 32 a. The Texas Commission on Environmental Quality(TCEQ),in coordination 33 with the National Weather Service,will issue the Air Pollution Watch by 3:00 34 p.m.on the afternoon prior to the WATCH day. 35 b. Requirements 36 1) Begin work after 10:00 a.m.whenever construction phasing requires the 37 use of motorized equipment for periods in excess of 1 hour. 38 2) However,the Contractor may begin work prior to 10:00 a.m. if: 39 a) Use of motorized equipment is less than I hour, or 40 b) If equipment is new and certified by EPA as "Low Emitting",or 41 equipment burns Ultra Low Sulfur Diesel(ULSD),diesel emulsions,or 42 alternative fuels such as CNG. 43 E. TCEQ Air Permit 44 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 45 F. Use of Explosives,Drop Weight,Etc. 46 1. When Contract Documents permit on the project the following will apply: CITY OF FORT WORTH 2014 CTP,YEAR 3--CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 01 35 13-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 a. Public Notification 2 1) Submit notice to City and proof of adequate insurance coverage,24 hours 3 prior to commencing. 4 2) Minimum 24 hour public notification in accordance with Section 0131 13 5 G. Water Department Coordination 6 1. During the construction of this project,it will be necessary to deactivate,for a 7 period of time,existing lines. The Contractor shall be required to coordinate with 8 the Water Department to determine the best times for deactivating and activating 9 those lines. 10 2. Coordinate any event that will require connecting to or the operation of an existing 11 City water line system with the City's representative. 12 a. Coordination shall be in accordance with Section 33 12 25. 13 b. If needed,obtain a hydrant water meter from the Water Department for use 14 during the life of named project. 15 c. In the event that a water valve on an existing live system be turned off and on 16 to accommodate the construction of the project is required,coordinate this 17 activity through the appropriate City representative. 18 1) Do not operate water line valves of existing water system. 19 a) Failure to comply will render the Contractor in violation of Texas Penal 20 Code Title 7,Chapter 28.03 (Criminal Mischief)and the Contractor 21 will be prosecuted to the full extent of the law. 22 b) In addition,the Contractor will assume all liabilities and 23 responsibilities as a result of these actions. 24 H. Public Notification Prior to Beginning Construction 25 1. Prior to beginning construction on any block in the project, on a block by block 26 basis,prepare and deliver a notice or flyer of the pending construction to the front 27 door of each residence or business that will be impacted by construction.The notice 28 shall be prepared as follows: 29 a. Post notice or flyer 7 days prior to beginning any construction activity on each 30 block in the project area. 31 1) Prepare flyer on the Contractor's letterhead and include the following 32 information: 33 a) Name of Project 34 b) City Project No(CPN) 35 c) Scope of Project(i.e. type of construction activity) 36 d) Actual construction duration within the block 37 e) Name of the contractor's foreman and phone number 38 f) Name of the City's inspector and phone number 39 g) City's after-hours phone number 40 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 41 A. 42 3) Submit schedule showing the construction start and finish time for each 43 block of the project to the inspector. 44 4) Deliver flyer to the City Inspector for review prior to distribution. 45 b. No construction will be allowed to begin on any block until the flyer is 46 delivered to all residents of the block. 47 I. Public Notification of Temporary Water Service Interruption during Construction CITY OF FORT WORTH 2014 CIP,YEAR 3--CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 1. In the event it becomes necessary to temporarily shut down water service to 2 residents or businesses during construction,prepare and deliver a notice or flyer of 3 the pending interruption to the front door of each affected resident. 4 2. Prepared notice as follows: 5 a. The notification or flyer shall be posted 24 hours prior to the temporary 6 interruption. 7 b. Prepare flyer on the contractor's letterhead and include the following 8 information: 9 1) Name of the project 10 2) City Project Number 11 3) Date of the interruption of service 12 4) Period the interruption will take place 13 5) Name of the contractor's foreman and phone number 14 6) Name of the City's inspector and phone number 15 c. A sample of the temporary water service interruption notification is attached as 16 Exhibit B. 17 d. Deliver a copy of the temporary interruption notification to the City inspector 18 for review prior to being distributed. 19 c. No interruption of water service can occur until the flyer has been delivered to 20 all affected residents and businesses. 21 f. Electronic versions of the sample flyers can be obtained from the Project 22 Construction Inspector. 23 J. Coordination with United States Army Corps of Engineers(USACE) 24 1. At locations in the Project where construction activities occur in areas where 25 USACE permits are required,meet all requirements set forth in each designated 26 permit. 27 K. Coordination within Railroad Permit Areas 28 1. At locations in the project where construction activities occur in areas where 29 railroad permits are required,meet all requirements set forth in each designated 30 railroad permit. This includes,but is not limited to,provisions for: 31 a. Flagmen 32 b. Inspectors 33 c. Safety training 34 d. Additional insurance 35 e. Insurance certificates 36 f. Other employees required to protect the right-of-way and property of the 37 Railroad Company from damage arising out of and/or from the construction of 38 the project. Proper utility clearance procedures shall be used in accordance 39 with the permit guidelines. 40 2. Obtain any supplemental information needed to comply with the railroad's 41 requirements. 42 3. Railroad Flagmen 43 a. Submit receipts to City for verification of working days that railroad flagmen 44 were present on Site. 45 L. Dust Control 46 1. Use acceptable measures to control dust at the Site. 47 a. If water is used to control dust,capture and properly dispose of waste water, CITY OF FORT WORTH 2014 CII',YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 033513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 b. If wet saw cutting is performed,capture and properly dispose of slurry. 2 M. Employee Parking 3 1. Provide parking for employees at locations approved by the City. 4 1.5 SUBMITTALS [NOT USED] 5 1.6 ACTION SUBMITTALSIINFORMATIONAL 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 [NOT USED] 13 PART 3- EXECUTION [NOT USED] 14 END OF SECTION 15 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.B-Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines. 1.4.E-Added Contractor responsibility for obtaining a TCEQ Air Permit 16 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 14 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 FONT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. [CONTRACTOR'S SUPERINTENDENTS AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. CCITY INSPECTORS AT< TELEPHONE NO> 33 34 AFTER 4:30 PM OR OM WEEKENDS, PLEASE CALL (817) 392 0306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 EXHIBIT B 2 FO VVo�'r praim IfIaw. NOTICE OF 1MMPOR"Y WATER SERVICE 111TE UpTion 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 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing,coordinating,and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails,the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City,notify City,sufficiently 31 in advance,when testing is needed. 32 b. When testing is required to be completed by the Contractor,notify City, 33 sufficiently in advance,that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site,or another external FTP site approved by 38 the City. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution(if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 19 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3- EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 015000-I TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 01 SO 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including,but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include,but are not necessarily limited to: 16 1, Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel,power,light,heat and other utility services necessary for 32 execution,completion,testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping,equipment,devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 01 5000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work,including 6 testing of Work. 7 1) Provide power for lighting,operation of equipment,or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work, 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2- PRODUCTS [NOT USED] 17 PART 3- EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR]/ [RESTORATION] 25 3.6 REINSTALLATION 26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING[NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH 2014 CII',YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work,to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page t of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PARTI - 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. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 34 71 13—Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification,unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings,provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings,prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control,a City Street Use Permit is required. 37 a. To obtain Street Use Permit,submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit,such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit,such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction,then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete,to the extent that the permanent sign can be 22 reinstalled,contact the City Transportation and Public Works Department, Signs 23 and Markings Division,to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2- PRODUCTS [NOT USED] 35 PART 3- EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 Revision Log DATE NAME SUA MARY OF CHANGE 2 CITY OF FORT WORTH 2014 CIP,YEAR 3---CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 015713 2 STORM WATER POLLUTION PREVENTION 3 PART] - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the 1 I Contract 12 2. Division I—General Requirements 13 3. Section 3125 00—Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than I acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent:NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change:NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification,unless a date is specifically cited. 32 2, Integrated Storm Management(iSWM)Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 3125 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System(TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting,send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division,(817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division,(817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 3125 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division,(817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 0133 00,except as stated herein. 43 a. Prior to the Preconstruction Meeting,submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works,Environmental Division for review CITY OF FORT WORTH 2014 CTP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED) 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2- PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 0158 13-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 015813 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1—General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2- PRODUCTS 27 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 0158 13-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of%-inch fir plywood,grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3- EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed,upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR I RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD joRl SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING[NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH 2O14 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH 2014 C1P,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1 - GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division I —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources102-Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List,not all 26 products from that manufacturer are approved for use,including but not limited to,that 27 manufacturer's standard product. 28 E. See Section 0133 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 8 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include,but are not necessarily limited to: 14 1. Division 0--Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 —General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH 2014 CII',YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer,item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 .3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors,public travel,adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings,or approved by City's Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns,grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 S. Neatly,safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks,streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet,unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION ]NOT USED] 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged,used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH 2014 CII',YEAR 3--CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July I,2011 017000-1 MOBILIZATION AND REMOBILIZATION Page I of4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment,and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel,equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel,equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment,supplies,and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel,equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised November 22,2016 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment,and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment,and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4, Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include,but are not necessarily limited to: 22 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 —General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment [Consult City Department/Division for direction on if 26 Mobilization pay item to be included or the item should be subsidiary. Include the 27 appropriate Section 1.2 A. 1.] 28 1. Mobilization and Demobilization 29 a. Measurement 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 2. Remobilization for suspension of Work as specifically required in the Contract 36 Documents 37 a. Measurement 38 1) Measurement for this Item shall be per each remobilization performed. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under"Measurement"will be paid for at the unit 42 price per each"Specified Remobilization"in accordance with Contract 43 Documents 44 c. The price shall include: 45 1) Demobilization as described in Section LLA.2.a.1) 46 2) Remobilization as described in Section 1.1.A.2.a.2) CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised November 22,2016 017000-3 MOBMIZATION AND REMOBMIZATION Page 3 of 4 I d. No payments will be made for standby,idle time,or lost profits associated this 2 Item. 3 3. Remobilization for suspension of Work as required by City 4 a. Measurement and Payment 5 1) This shall be submitted as a Contract Claim in accordance with Article 10 6 of Section 00 72 00. 7 2) No payments will be made for standby,idle time,or lost profits associated 8 with this Item. 9 4. Mobilizations and Demobilizations for Miscellaneous Projects 10 a. Measurement 11 1) Measurement for this Item shall be for each Mobilization and 12 Demobilization required by the Contract Documents 13 b. Payment 14 1) The Work performed and materials furnished in accordance with this Item 15 and measured as provided under"Measurement"will be paid for at the unit 16 price per each"Work Order Mobilization" in accordance with Contract 17 Documents. Demobilization shall be considered subsidiary to mobilization 18 and shall not be paid for separately. 19 c. The price shall include: 20 1) Mobilization as described in Section 1.1.A.3.a.1) 21 2) Demobilization as described in Section 1.1.A.3.a.2) 22 d. No payments will be made for standby, idle time,or lost profits associated this 23 Item. 24 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 25 a. Measurement 26 1) Measurement for this Item shall be for each Mobilization and 27 Demobilization required by the Contract Documents 28 b. Payment 29 1) The Work performed and materials furnished in accordance with this Item 30 and measured as provided under"Measurement"will be paid for at the unit 31 price per each"Work Order Emergency Mobilization"in accordance with 32 Contract Documents. Demobilization shall be considered subsidiary to 33 mobilization and shall not be paid for separately. 34 c. The price shall include 35 1) Mobilization as described in Section 1.I.A.4.a) 36 2) Demobilization as described in Section 1.I.A.3.a.2) 37 d. No payments will be made for standby,idle time,or lost profits associated this 38 Item. 39 1.3 REFERENCES [NOT USED] 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS [NOT USED] 42 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] 44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised November 22,2016 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] S PART 2- PRODUCTS [NOT USED] 6 PART 3- EXECUTION [NOT USED] 7 END OF SECTION 8 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures-Revised specification,including blue text,to make specification flexible for either subsidiary or paid bid item for Mobilization. 9 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised November 22,2016 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 017123 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) Measurement for this Item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item shall be paid for at the Iump sum price bid for"Construction Staking". 20 2) Payment for"Construction Staking"shall be made in partial payments 21 prorated by work completed compared to total work included in the lump 22 sum item. 23 c. The price bid shall include,but not be limited to the following: 24 1) Verification of control data provided by City. 25 2) Placement,maintenance and replacement of required stakes and markings 26 in the field. 27 3) Preparation and submittal of construction staking documentation in the 28 form of"cut sheets"using the City's standard template. 29 2. Construction Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 3. As-Built Survey 37 a. Measurement 38 1) Measurement for this Item shall be by lump sum. 39 b. Payment 40 l) The work performed and the materials furnished in accordance with this 41 Item shall be paid for at the lump sum price bid for"As-Built Survey". CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 14,2018 Ol 7123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2) Payment for"Construction Staking"shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include,but not be limited to the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as-built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survey-The survey measurements made prior to or while 13 construction is in progress to control elevation,horizontal position,dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As-built Survey The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking—The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings.Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey"Field Checks"—Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth—Construction Staking Standards(available on City's Buzzsaw 27 website)-01 71 23.16.01—Attachment A_Survey Staking Standards 28 2. City of Fort Worth- Standard Survey Data Collector Library(fxl)files(available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation(TxDOT)Survey Manual,latest revision 31 4. Texas Society of Professional Land Surveyors(TSPS),Manual of Practice for Land 32 Surveying in the State of Texas, Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254(qualifications based selection)for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required,shall be in accordance with Section 0133 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 14,2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 1 1. Documentation verifying accuracy of field engineering work,including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit"Cut-Sheets"conforming to the standard template provided by the City 4 (refer to 01 71 23.16.01 --Attachment A—Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B.As-built Redline Drawing Submittal 7 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor(RPLS)responsible for the work(refer to 01 71 23.16.01 —Attachment A 10 —Survey Staking Standards) . 11 2. Contractor shall submit the proposed as-built and completed rcdlinc drawing 12 submittal one(1)week prior to scheduling the project final inspection for City 13 review and comment.Revisions,if necessary, shall be made to the as-built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1,8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re-stake for any reason,the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City,a 29 sufficient number of stakes or markings have been lost,destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re-stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut,the Contractor shall perform 41 construction survey and verify control data including,but not limited to,the 42 following: 43 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 14,2018 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 2) Use of Benchmarks to furnish and maintain all reference lines and grades 2 for tunneling. 3 3) Use of line and grades to establish the location of the pipe. 4 4) Submit to the City copies of field notesused to establish all lines and 5 grades,if requested, and allow the City to check guidance system setup prior 6 to beginning each tunneling drive. 7 5) Provide access for the City, if requested,to verify the guidance system and 8 the line and grade of the carrier pipe. 9 6) The Contractor remains fully responsible for the accuracy of the work and 10 correction of it,as required. 11 7) Monitor line and grade continuously during construction. 12 8) Record deviation with respect to design line and grade once at each pipe 13 joint and submit daily records to the City. 14 9) If the installation does not meet the specified tolerances(as outlined in 15 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 16 the installation in accordance with the Contract Documents. 17 C. As-Built Survey 18 1. Required As-Built Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor is to coordinate with City to confirm which features require as- 21 built surveying. 22 b. It is the Contractor's responsibility to coordinate the as-built survey and 23 required measurements for items that are to be buried such that construction 24 activities are not delayed or negatively impacted. 25 c. For sewer mains and water mains 12"and under in diameter, it is acceptable 26 to physically measure depth and mark the location during the progress of 27 construction and take as-built survey after the facility has been buried. The 28 Contractor is responsible for the quality control needed to ensure accuracy. 29 3. General 30 a. The Contractor shall provide as-built survey including the elevation and 31 location(and provide written documentation to the City) of construction 32 features during the progress of the construction including the following: 33 1) Water Lines 34 a) Top of pipe elevations and coordinates for waterlines at the following 35 locations: 36 (1) Minimum every 250 linear feet, including 37 (2) Horizontal and vertical points of inflection,curvature, 38 etc. 39 (3) Fire line tee 40 (4) Plugs, stub-outs,dead-end lines 41 (5) Casing pipe(each end)and all buried fittings 42 2) Sanitary Sewer 43 a) Top of pipe elevations and coordinates for force mains and siphon 44 sanitary sewer lines(non-gravity facilities)at the following locations: 45 (1) Minimum every 250 linear feet and any buried fittings 46 (2) Horizontal and vertical points of inflection,curvature, 47 etc. 48 3) Stormwater—Not Applicable CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 14,2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b. The Contractor shall provide as-built survey including the elevation and 2 location(and provide written documentation to the City)of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) Water Lines 7 a) Cathodic protection test stations 8 b) Sampling stations 9 c) Meter boxes/vaults(All sizes) 10 d) Fire hydrants 11 e) Valves(gate,butterfly, etc.) 12 f) Air Release valves(Manhole rim and vent pipe) 13 g) Blow off valves(Manhole rim and valve lid) 14 h) Pressure plane valves 15 i) Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater—Not Applicable 25 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2- PRODUCTS 29 A. A construction survey will produce,but will not be limited to: 30 1. Recovery of relevant control points, points of curvature and points of intersection. 31 2. Establish temporary horizontal and vertical control elevations(benchmarks) 32 sufficiently permanent and located in a manner to be used throughout construction. 33 3. The location of planned facilities,easements and improvements. 34 a. Establishing final line and grade stakes for piers, floors,grade beams,parking 35 areas,utilities, streets,highways,tunnels, and other construction. 36 b. A record of revisions or corrections noted in an orderly manner for reference. 37 c. A drawing,when required by the client, indicating the horizontal and vertical 38 location of facilities, easements and improvements,as built. 39 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 40 construction staking projects. These cut sheets shall be on the standard city template 41 which can be obtained from the Survey Superintendent(817-392-7925). 42 5. Digital survey files in the following formats shall be acceptable: 43 a. AutoCAD(.dwg) 44 b. ESRI Shapefile(.shp) CITY OF FORT WORTH 2O 14 CIP,YEAR 3—CONTRACr I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 14,2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file(.csv),formatted with X and Y coordinates in separate columns (use 2 standard templates, if available) 3 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks,and shall include feature descriptions 5 PART 3- EXECUTION 6 3.1 INSTALLERS 7 A. Tolerances: 8 1. The staked location of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision required is dependent on many 10 factors all of which must remain judgmental.The tolerances listed hereafter are 11 based on generalities and,under certain circumstances, shall yield to specific 12 requirements. The surveyor shall assess any situation by review of the overall plans 13 and through consultation with responsible parties as to the need for specific 14 tolerances. 15 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft.vertical 16 tolerance.Horizontal alignment for earthwork and rough cut should not exceed 17 1.0 ft.tolerance. 18 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 19 c. Paving or concrete for streets, curbs,gutters,parking areas,drives, alleys and 20 walkways shall be located within the confines of the site boundaries and, 21 occasionally, along a boundary or any other restrictive line.Away from any 22 restrictive line,these facilities should be staked with an accuracy producing no 23 more than 0.05ft. tolerance from their specified locations. 24 d. Underground and overhead utilities,such as sewers, gas,water,telephone and 25 electric lines,shall be located horizontally within their prescribed areas or 26 easements.Within assigned areas,these utilities should be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified location. 28 e. The accuracy required for the vertical location of utilities varies widely. Many 29 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 30 should be maintained. Underground and overhead utilities on planned profile, 31 but not depending on gravity flow for performance, should not exceed 0.1 ft. 32 tolerance. 33 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 34 specifications or in compliance to standards. The City reserves the right to request a 35 calibration report at any time and recommends regular maintenance schedule be 36 performed by a certified technician every 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3.LA. 39 2. Vertical locations shall be established from a pre-established benchmark and 40 checked by closing to a different bench mark on the same datum. 41 3. Construction survey field work shall correspond to the client's plans. Irregularities 42 or conflicts found shall be reported promptly to the City. 43 4. Revisions,corrections and other pertinent data shall be logged for future reference. 44 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 14,2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.2 EXAMINATION [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 APPLICATION 4 3.5 REPAIR/RESTORATION 5 A. If the Contractor's work damages or destroys one or more of the control 6 monuments/points set by the City,the monuments shall be adequately referenced for 7 expedient restoration. 8 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shall perform replacements and/or restorations. 11 b. The City may require at any time a survey"Field Check"of any monument 12 or benchmarks that are set be verified by the City surveyors before further 13 associated work can move forward. 14 3.6 RE-INSTALLATION [NOT USED] 15 3.7 FIELD loR] SITE QUALITY CONTROL 16 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 17 City in accordance with this Specification. This includes easements and right of way,if 18 noted on the plans. 19 B. Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 A. Survey Checks 22 1. The City reserves the right to perform a Survdy Check at any time deemed 23 necessary. 24 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 25 relieve the contractor of his/her responsibility for accuracy. 26 27 3.9 ADJUSTING INOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION 34 Revision Log CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 14,2018 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement&payment under 1.2;added 8/31/2017 M.Owen definitions and references under 1.3;modified 1.6;added 1.7 closeout submittal requirements;modified 1.9 Quality Assurance;added PART 2—PRODUCTS; Added 3.1 Installers;added 3.5 Repair/Restoration;and added 3.8 System Startup. Removed"blue text";revised measurement and payment sections for Construction Staking and As-Built Survey;added reference to selection compliance with TGC 2/14/2018 M Owen 2254;revised action and Closeout submittal requirements;added acceptable depth measurement criteria;revised list of items requiring as-built survey"during"and "after"construction;and revised acceptable digital survey file format I CITY OF FORT WORTH 2014 CIP,YEAR 3-CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 14,2018 ArT VIA I ........... Section 01 71 23.01 - Attachment A Survey Staking Standards February 2017 P:\17084\Docs\Specifications\Contractl\Div 01-General Requirernents\01 71 23,16.01—Attachment A—Survey Staking Standards.docx Page 1 of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects.These are not to be considered all inclusive, but only as a general guideline. Far projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanualsless/ess.odf) If you have a unique circumstance, please consult with the project manager, inspector,or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As-built Survey P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 f. Survey+ Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth,Texas 76116 Office: (817)392-7925 Survey Superintendent,direct line: (817)392-8971 Il. Construction Colors The following colors shall be used for staking or identifying features in the field.This includes flagging, paint of laths/stakes, paint of hubs,and any identification such as pin flags if necessary. Utility Calor PROPOSED EXCAVATION T—WHITE ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL Y LLOVti+ TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS,AND PINK ALL PAVING INCLUDING CURB,SIDEWALK, BUILDING CORNERS SANITARY SEWER IRRIGATION AND RECLAIMED WATER Ill. Standard Staking Supplies Item Minimum size Lath/Stake 36"tall Wooden Hub(2"x2" min.square preferred) 6"tall Pin Flags(2.5"x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods(1/2"or greater diameter) 18" long Survey Marking Paint Water-based Flagging 1"wide Marking Whiskers(feathers) 6" long Tacks (for marking hubs) 3/4" long P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\017123.16.01_Attachment A—Survey Staking Standards.docx Page 3 of 22 IV. Survey Equipment, Control and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/G 1S/ Look for'Zoning Maps'. Under`Layers',expand 'Basemap Layers',and check on Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc-second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S.and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work.A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W,forced-main water lines,and rough-grade only. No GPS staking for concrete,sanitary sewer,storm drain,final grade,or anything that needs vertical grading with a tolerance of 0.25'or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing, Easting,and Elevation(if applicable)of the point set. Control points can be set rebar, `X'in concrete,or any other appropriate item with a stable base and of a semi-permanent nature.A rebar cap is optional, but preferred if the cap is marked 'control point'or similar wording. II. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance.—If ground, provide scale factor used and base point coordinate, Example; C.S.F.=0.999125, Base point=North:0, East=O C. Geoid model used, Example:GEOID12A P:\17084\Docs\Specificat!ons\Contractl\Div 01-General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 4 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates,the City's preferred grid datum is listed below. Careful consideration must betaken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System: NAD_1983_5tatePlane Texas_North_Central_FIPS 4202_Feet Projection: Lambert—Conformal_Conic Fa Ise_Easti ng: 1968500.00000000 False—Northing:6561666.66666667 Central Meridian: -98.50000000 Standard—Parallel-1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude_Of_Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS—North—American-1983 Datum: D North American 1983 Prime Meridian:Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention,below F. Preferred Deliverable Format Axt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format:City Project Number_Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1:01234 As-bullt of Water on Main Street Grid NAD83 TXSP 4202.csv P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 22 File 2: C1234—As-built of Water on Main Street—Project Specific Datum.csv Example Control Stakes P:\17084\Docs\Specifications\Contractl\Div01-General Requirements\017123.16.01_AttachmentA_Survey Staking Standards.docx Page 6 of 22 _ � 2 W � d V CD z W I— J - < m > W d W �j 1015 EL.= 100.00' z L-i LLJ! W I— { v, D W W O U 4 9 LL < _ 1�L1 U7 d W< = W (f7 J w < Q C� J d I-- m 17C � 7 0 < . m d Elf CP 1 N='5000.00 E=5000.00 ---- V. ___V. dater Staking Standards P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 22 A. Centerline Staking—Straight Line Tangents I. Offset lath/stakes every 200'on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe(T/P)for 12" diameter pipes or smaller IV. Grade to flow line (F/L)for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10"and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12"and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional.Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking-Curves I. If arc length is greater than 100', POG(Point of Curvature)offset stakes should be set at a 25' interval II. Same grading guidelines as above Ill. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5'away from the edge of a driveway IV. Grade is to top of box and should be+0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0'from the center and perpendicular to the curb line or water main III. Grade of hydrants should be+0.30 higher than the adjacent top of curb E. Water Vales&Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Watery Stakes P:\17084\Docs\Specifrcations\Contractl\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 % §\� %5 55 � ) % (3.1 DQ Q kE 2 § , 0 / o/ t $/L » »l =+Q ƒ 3e2 LL- LLJ \� n � \ /§§§ � kO »@/[ / fo/ twm \ LLJ \ C) § Ld � \ /C3 \ _§ [� \ w \\ Ld #\ \ \ U LL \ A 0 o ( §( \ LLj01 z> tL = E �+ Ldof § ( k S\ 2 ? [ LLF & - � « \ ' O - 2 rL 2 ()§ 2 \ J_j _ m &� § m - m� k§§, M \ � / \CL m §§/ VL Sanitary SewerStaking P:\17084\Docs\Specifications\ContraCtl\Div m-General Reqzr met D 7123.16.01-Attachment A Survey 2a§m Stand wsdax Page e@2 A. Centerline Staking—Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional:Actual stakes shall consist of a GOD nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans P:\17084�Docs\Specifications\Contractl\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 Example Sanitary Seuver Stakes M 0 f 7' /S $ SS -U=a+-," �60 c—d. c_4e1 YLUS 2 0 15 / 1 CY Vl C. 12' o/s ss STA-3-PIR v, a-3- LL n �,W" Y O W =9 C-49 cnv a�z L ~ L� N 4 LL- Uj _D 2 L1� Ci z EL LU fLLIC CO 'D L.1Ld l.3 [f1 w J j ~ W rn U �� w i LL [C C7- IL GO 4,7 w 22 wa w J El s w+ w w+={i4 L4 S H F F F Z� F FM F Fes¢ 5 �aw W, a a aL c mLL "Z 0 12 ofs 6S M srA—o+aa � 0-15" yr s a—ate v - — _ u �fO W J m LIJ 6 Y W ' < O L7 C'm H4 or E V3 4 �v w c ec IL es fhW �3 7 6 zw 0 P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 11 of 22 VII. Storm Sewer& Inlet Staking A. Centerline Staking—Straight Line Tangents I. 1 offset stake every 200'on even stations Il. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet= 16.001 total length III. Recessed 10' Inlet=20.00'total length IV. Standard double 10' inlet= 26.67'total length V. Recessed double 10' inlet=30.67'total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\01 71 23.16.01—Attachment A—Survey Staking Stan da rds A ocx Page 12 of 22 Example Storm Inlet Stakes FRONT FRONT (SIDE FACING ) (SIDE FACING q-) Q ND FLAMING REQUIRED IN Ji SIF. PIKr PAII1TEU LAIJH � m � � a � rnrT*� BACK I BACK (9RE FAONG R.U.W.) ' (SDE FA13MV R.{.%W.) IDENTIFIES MIC'H rI�4�} m IDENTiR6S WHICH POINT} END 4F THE S11N6 P(:INT LSA! END Or THE'MNG _qDEING STAK50 L[! SUNG STAYED 14 HM OXYATIMm II NLET STATION HUB B"A-noN o t (IF NOTED ON PLANS] IDENTIFIES GRADE t T C 76 TOP OF CURE I IT", I IDENTIFIES GRADE `i TO FLOMME DISTANCES FOR_1NLEiS STANDARD 10' - 16' RECESSED 10 - 217' STANDARD DDuaLe 10' - 20.67' HUB%NTH TACK ------- RECESSED DUJBLE 1A_- 34_6r 9AtC# CF INLET w al bIARIhiO� of +• I BACK CF CfJRB ; B,jM OF CURB _............._............_...._- :1NNG" .'� •`t-• `ti.:. - -?' '•SLANG.•;•:._, --------- FL{YYl.INE FACE OF INLET FA4CE CF INLET -- R_D UNE -- .... EBT£ 6T PAVEMENT EDGE OF PA;YT3AEIVT EDGE OF PAVEMENT EVCM Or PA4MMENT P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\017123.16.01_Attachment A—Survey Staking Standards.docx Page 13 of 22 VIII. Curb and Gutter Staking A. Centerline Staking Straight Line Tangents V. 1 offset stake every 50'on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional.Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves III. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\01 71 23.16.01—Attachment A_Survey Staking Sta n d a rds.d ocx Page 14 of 22 Example Curb Gutter Stakes FRONT (SIDE FACING ) 0 a FRONT IDMFIES END F �} T �� (SIDE FACING�PaINT OF / T GRJf [� 97FRONT (SIDE FACING t� IDENTITIES START PC' SIDE FACING *. PQIdT OF OURWATR C BC m O� F O 6' n PT E > T BACK 10TW1FlFS OFFSET M TO P (SIDE FACING ft.0 H) E70DNX OF CURD OR F10 r/4 o FOR FACE OF CUFO �I .I. N III i POINT # a9C I r III I m I00WIES MADE IS i 0, �,.,_�_ {} III I II T II TD TOP OF aLIM o I'MCR/�E ON HUB ELEVATION ^ Rnolvs Fa[rvrs fir— + � I 1 — tit IN ULU (4 PINK FAINIM 10H TOP OF CURE syr —'� - Y r j" BACK OF CURB FACE OF CURB"—� I ] FLOIhLI NE EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 22 Q � g®§ dI §®® §rte §k 2 b ' boz §( \� 6 `° / cEI § Ip ` � Y #®IZ _,-jo _e §�§ « § _ em£ mova sl ��w »na lb � gw\ � ~ \ \fir 'OL ]¢ � \� P:\17084\Docs\Specifications\Contractl\Div01-Genr§ Rq@@ment \017 23.16.01—Attachment A Sump Staking Stande@sdax Page 16at IX. Cut Sheets A. Date of field work B. Staking Method (GPS,total station) C. Project Name D. City Project Number(Example:C01234) E. Location (Address,cross streets,GPS coordinate) F. Survey company name G. Crew chief name M. A blank template can be obtained from the survey superintendent(see item I above) Standard City Cut Sheet City Project Date: Number: Project Name: ❑TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CO NSULTANTICONTRACTOR SURVEY CREW INITIALS ALL GLADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT# STATION OFFSET DESCRIPTION PROP. STAKED _CUT + FILL -LTI+RT GRADE ELEV. P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 22 X. As-built Survey A. Definition and Purpose The purpose of an as-built survey is to verify the asset was installed in the proper location and grade. Furthermore,the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted.See section IV. As-built survey should include the following(additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults(All sizes) Fire lines Fire hydrants Gate valves(rim and top of nut) Plugs,stub-outs, dead-end lines Air Release valves(Manhole rim and vent pipe) glow off valves(Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe(each end) inverts of pipes Turbo Meters P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases.This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write"NOT FOUND"to notify the City. P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\017123.16.01_Attachment A—Survey Staking Standards.docx Page 19 of 22 S 9dfi2-X 'aq'rvPf�gmr q Md<' 6N 0.y 173fC6'd,Illi�nS.N 1q6 LawJNW d36'N3M75 ANIfMs wro'N3Na b p ra �II I��P Iif41L � � �• � I���ii i � dS3yf4&0j��� �g Y �L1 R t k � -- QS•bb'1S 3N17 H.�.f7fY - .- --" �#Yi5-;alp l.'JHr. `: ' � '�-� .. [ �' u�sa •�•moi.• —f, -��, .;:�� •ti•.r till I, F 91 to 01 I' I } ➢ \_r � . r r I r � P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 20 of 22 SfAO -ma fi1.Cl VM RD! STAO37Do-JrK(FIDYa VM � SrA&ON-2SYLfFUYD M REAWF t St"ME ER1Sl. IN 6flpq FRG°12 iJA7ER WE ME 15 R&DVMT camay m CX15,a,m rrh tfpX TEE x8'}IREr am I-woL= SLEEVE d^WCL (-'? y �zaFxn ) f } PASS P C iJS I-I2O/PE MY£ �I t!E'46'YER1:G +s'a $TA VQM�-C`H'L k6941= fi�S1tO93B9fO 7 ,� lk3fiUtr � i'�i 1U55Yt f N�AA675125 EEA96M794 EEa46Sf/.SAo HrX&A4FaM TEE 16867E t MW4-V- »»» FIRE IIfDRp}T�_-- AD it C) ",ravoiii IDT 1 »''\ �`•5�� �, 64Y� � GP.v7 RWCf_"'nW NFd7L":rta »� �3 � Il�flA3ICO ��iii%u � A Op EWI� . 1�1 F? - fom• aEV..7T.d-W_ URE ,moi 9�1�R1,FOYl'i.Yf?i _ 7r-•�r:��x w r.M.•uux7r �+'�'�H RaWEI EXIST •mx ' r£ azo-e Ca WATER LL j . T9N o �_' WAI IY�f'Tla � •E x s `75am ® `fid€ r IRIVATER • FX---=ss�s�`�'�'"_6666 - 8 PROPOSED SAWAW S �WE v SEE 5HEEI STA Gam-12'4 WNW C' [IIT A t!E'Ki'YTRf:I`Ft7) wzrarzrm�.+ati rty xs9aarY"4 witft ar E-E29G1B",E r-A• " STA ovum-lz WL 1FIafO 6W SMO-MV-le STA C MW-•Ir' INSTAII r MtMm r IA57" JLWYVIL90=W S1F_EIrE NIE�;BEI,•D MI£ASV£RT.A= 57 LF OF ILI MEN PIPE 69905-1013 #49909-14" DO!.S�M TO EXISf.1£'MsJER E•2�96'+A' WO IF694Y145-909 E-2296509" p P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\017123.16.01_Attachment A—Survey Staking Standards.docx Page 21 of 22 9362-X x!'se�tpaaSO q IfdV ocsw nx�,73m1d AUJ�#lYSM 11Pd l7r'H JN3VJ3,7V7d3N N3AL75 JHVJ�M's a J31VM 17�YFap g{ y R H 14.5 �pg�8g 4•.' aF � � s'p s ". V -3N17 S$'dQNd OS•Q VIS -�N17 14,917W F I . I + 11 !+ { k. k �A .:I.: s ."u I .f it F"t ,.. J. jo 'F' YYMMff I.;1 CIe : r P:\1 _ _mJrvey Staking 5tandards.docx Page 22 of 22 OQ'aaY Ea•I) = I BIK 29 wr @ ior] I Q 1l05 Uy+m%tl.Fm Mortn D�a,3 &WSOV h 1 I 41W'dG SMSEWER Sam-W/aff*WW % W LAYTOIV RD. W. co o _ � a co 2-WYI& w.rr.a. 12'1NATER a wrrat LINE A -L-',jS54 t= �}5 A REMGYE ExuT I J � h<< wavr BSAY.SPk'E]q �t ay+� r'rorr I* � i SM 1167JO-rSS UNE A- { r Q EXIST SrA*DML--31R- �°'�'r'f^"•' flSWIE7A6r-g5M f y iS1 'lN:dI1NE EXIST.55ifN Cp13TAW S IF OF BSS UNE „ °Ary CONST.9dA551)R kCllfl� ) +� V COMM PIffiIRTM C6 mar PRM or N(M COOT PWI BSS(MEOW) TO Pml.s-lm N�69fGHf+afi25P E-�roces�cna+ rrry MA1' h1o.Z01�36d,20tl�—� NMP5CO rFAGP. hr4-74N.ST. - 7 —L 7 - 7 } 7 T 7 P:\1.7084\Do 2100 A Survey Staking Standards.docx Page 23 of 23 Obviously the .csv or.txt file cannot be signed/sealed by a surveyor in the format requested.This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING EASTING ELEV. DESCRIPTION 1 6946257.189 2296079.165 726.09 SSMH RIMS 2 6946260.893 2296062.141 725.668 GV RIM 3 6946307.399 2296038.306 726.85 GV RIM cod-bh--T`Yi r--S 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015.116 722,123 GV RIM 6 6946190.528 2296022.721 722.325 FH 7 7 6946136.012 2295992.115 719.448 WM RIM "� I 8 6946002.267 2295919.133 713,331 WM RIM Ix_ caf-; d1 9 6946003.056 2295933.418 713.652 CO RIM LDN[ L(2-f)2- 10 6945984.677 2295880,52 711.662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 707.72 WMRIM 13 6945896.591 2295862.188 708.205 WM RIM 14 6945934.286 2295841.925 709,467 WM RIM 15 6945936.727 2295830.441 710.084 CO RIM CGC+(� 16 6945835.678 2295799.707 707.774 SSMH RIM 17 6945817.488 2295827.011 708.392 SSMH RIM 18 6945759.776 2295758.643 711.218 S5MH RIM 19 6945768.563 2295778.424 710.086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM 22 6945682.21 2295744.22 716.686 WM RIM 23 6945621.902 2295669.471 723.76 WM RIM 24 6945641407 2295736.03 719.737 CO RIM 25 6945571.059 2295655.195 727.514 SSMH RIM 26 6945539.498 2295667.803 729.123 WM RIM .-TV 27 6945519.834 2295619.49 732.689 WM RIM C 28 6945417.879 2295580.27 740.521 WM RIM 29 6945456.557 2295643.145 736.451 CO RIM 30 6945387.356 2295597,101 740.756 GV RIM 31 6945370.688 2295606.793 740.976 GV RIMS uf�X73 C 32 6945383.53 2295610,559 740.408 FH 33 6945321..228 2295551.105 746.34 WM RIM 34 6945319,365 2295539.728 746.777 CO RIM 35 6945242.289 2295570.715 748.454 WM RIM 36 6945233.624 2295544.626 749.59 SSMH RIM 37 6945206.483 2295529.305 751.058 WM RIM 38 6945142.015 2295557.666 750.853 WM RIM T)w f�--b 39 6945113.445 2295520.335 751.871 WM RIM 40 6945049.02 2295527.345 752.257 55MH RIM p )()f741 6945041.024 2295552.675 751.79 WM RIM42 6945038.878 2295552.147 751.88 WM RIM43 6945006.397 2295518.135 752.615 WM RIM -A 44 6944944.782 2295520.635 752.801 WM RIM 45 6944943.432 2295556.479 752.156 WM RIM 46 6944860.416 2295534.397 752.986 SSMH RIM P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 24 C. Other preferred as-built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 a 3 y i � s 97 SZ .tial -�Fi - — — - -- ----- - - -- -- -- - � K L w, �d �4 I m P:\17084\Docs\Specifications\Contractl\Div 01-General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 26 of 26 017423-1 CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 32 92 13 —Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 01 74 23-2 CLEANING Page 2 of 4 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-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3- EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR 1 RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 017423-3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean,sweep,wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health,safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals,dispose of waste materials,debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance. 19 5. Prior to storm events,thoroughly clean site of all loose or unsecured items,which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease,mastic,adhesives,dust,dirt,stains,fingerprints,labels and other 23 foreign materials from sight-exposed surfaces. 24 2. Wipe all lighting fixture reflectors,lenses,lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts,blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior(Site or Right of Way)Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re-seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks,pieces of asphalt,concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including,but not limited to,vaults,manholes,structures, 42 junction boxes and inlets. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 01 7423-4 CLEANING Page 4 of4 1 4, if no longer required for maintenance of erosion facilities,and upon approval by 2 City,remove erosion control from site. 3 5. Clean signs,lights,signals,etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 017719-1 CLOSEOUT REQUIREMENTS Page I of 3 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS 3 PART 1- GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2, Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees,bonds, 20 certificates,licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH 2014 GIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection,submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data,if required,in accordance with Section 0178 23 12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section 13 O1 74 23, 14 C. Final Inspection 15 1. After final cleaning,provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection,the City will notify the Contractor,in 19 writing within 10 business days,of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City,immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice,inform the City,that the required Work has been completed. Upon receipt 26 of this notice,the City,in the presence of the Contractor,will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include,but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. bight bulbs 34 e. Fuses 35 £ Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory,the City will issue a Notice of Project Completion(Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report(if required) I £ Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation,in accordance with General Conditions,City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR/RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 24 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 017&23-1 OPERATION AND MAINTENANCE DATA Page I of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include,but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers(to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL,SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 %inches x I 1 inches 34 b. Paper 35 1) 40 pound minimum,white,for typed pages 36 2) Holes reinforced with plastic,cloth or metal 37 c. Text: Manufacturer's printed data,or neatly typewritten CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 01 7823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab,bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product,or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title"OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used,correlate the data into related consistent 19 groupings. 20 4. If available,provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor,name of responsible principal,address and telephone number 24 b. A list of each product required to be included,indexed to content of the volume 25 c. List,with each product: 26 1) The name,address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included,indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text,as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty,bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content,for architectural products,applied materials and finishes: 8 a. Manufacturer's data,giving full information on products 9 1) Catalog number,size,composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content,for moisture protection and weather exposure products: 18 a. Manufacturer's data,giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection,maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content,for each unit of equipment and system,as appropriate: 26 a. Description of unit and component parts 27 1) Function,normal operating characteristics and limiting conditions 28 2) Performance curves,engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up,break-in,routine and normal operating instructions 32 2) Regulation,control, stopping,shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly,repair and reassembly 39 4) Alignment,adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 c. Manufacturer's printed operating and maintenance instructions 43 £ Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH 2014 CII',YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers,with location and function of each valve 2 j. List of original manufacturer's spare parts,manufacturer's current prices,and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content,for each electric and electronic system,as appropriate: 6 a. Description of system and component parts 7 1) Function,normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly,repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts,manufacturer's current prices,and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.1—title of section removed 8 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 017839-1 PROJECT RECORD DOCUMENTS Page I of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0--Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division I —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection,deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents,making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records,make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work,both concealed and 4 visible,to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement,investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data,use means necessary to again secure the data 12 to the City's approval. 13 a. In such case,provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2- PRODUCTS 18 2.1 OWNER-FURNISHED IoR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed,secure from the City,at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection,provide 25 the City 1 complete set of all Final Record Drawings in the Contract, 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3- EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set,identify each of the Documents with the 35 title, "RECORD DOCUMENTS-JOB SET". CITY OF FORT WORTH 2014 CLP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time,the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed,devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City,until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum,in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil(not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a"cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes,use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits,circuits,piping, 23 ducts,and similar items,are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor,subject to the 26 City's approval. 27 2) However,design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings,by dimension accurate to within 1 31 inch,the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor,subject to the 33 City's approval. 34 2) Show,by symbol or note,the vertical location of the Item("under slab", "in 35 ceiling plenum", "exposed",and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where,in the City's judgment,conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents,coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction,and the actual location of items. CITY OF FORT WORTH 2014 CTP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July I,2011 01 7839-4 PROJECT RECORD DOCUMENTS Page 4 of 1 c. Call attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly,consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents,other than Drawings,have been kept clean during progress of 7 the Work,and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents,other than Drawings,will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City,secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD [on] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING[NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Lag DATE NAME SUMMARY OF CHANGE 26 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 024115-1 PAVING REMOVAL Page 1 of 6 1 SECTION 02 4115 2 PAVING REMOVAL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Removing concrete paving,asphalt paving and brick paving 7 2. Removing concrete curb and gutter 8 3. Removing concrete valley gutter 9 4. Milling roadway paving 10 5. Pulverization of existing pavement 11 6. Disposal of removed materials 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract 16 2. Division 1 -General Requirements 17 3. Section 32 1133 -Cement Treated Base Courses 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. Remove Concrete Paving: measure by the square yard from back-to-back of 22 _curbs. 23 b. Remove Asphalt Paving: measure by the square yard between the lips of 24 gutters. 25 c. Remove Brick Paving: measure by the square yard. 26 d. Remove Concrete Curb and Gutter:measure by the linear foot. 27 e. Remove Concrete Valley Gutter: measure by the square yard 28 f. Wedge Milling:measure by the square yard for varying thickness. 29 g. Surface Milling:measure by the square yard for varying thickness. 30 h. Butt Milling: measured by the linear foot. 31 i. Pavement Pulverization:measure by the square yard. 32 j. Remove Speed Cushion: measure by each. 33 2. Payment 34 a. Remove Concrete Paving: full compensation for saw cutting,removal,hauling, 35 disposal,tools,equipment, labor and incidentals needed to execute work.For 36 utility projects,this Item shall be considered subsidiary to the trench and no 37 other compensation will be allowed. 38 b. Remove Asphalt Paving: full compensation for saw cutting,removal,hauling, 39 disposal,tools,equipment, labor and incidentals needed to execute work. For 40 utility projects,this Item shall be considered subsidiary to the trench and no 41 other compensation will be allowed. CITY OF FORT WORTH 2104 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 2,2016 0241 15-2 PAVING REMOVAL Page 2 of 6 1 c. Remove Brick Paving: full compensation for saw cutting,removal, salvaging, 2 cleaning,hauling, disposal,tools, equipment, labor and incidentals needed to 3 execute work. For utility projects,this Item shall be considered subsidiary to 4 the trench and no other compensation will be allowed. 5 d. Remove Concrete Curb and Gutter: full compensation for saw cutting,removal, 6 hauling, disposal,tools,equipment, labor and incidentals needed to execute 7 work.For utility projects,this Item shall be considered subsidiary to the trench 8 and no other compensation will be allowed. 9 e. Remove Concrete Valley Gutter: full compensation for saw cutting, removal, 10 hauling,disposal,tools, equipment,labor and incidentals needed to execute 11 work. 12 f. Wedge Milling: full compensation for all milling,hauling milled material to 13 salvage stockpile or disposal,tools, Iabor, equipment and incidentals necessary 14 to execute the work. 15 g. Surface Milling: full compensation for all milling,hauling milled material to 16 salvage stockpile or disposal,tools,labor, equipment and incidentals necessary 17 to execute the work. 18 h. Butt Milling: full compensation for all milling,hauling milled material to 19 salvage stockpile or disposal,tools,labor,equipment and incidentals necessary 20 to execute the work. 21 i. Pavement Pulverization: full compensation for all labor,material,equipment, 22 tools and incidentals necessary to pulverize,remove and store the pulverized 23 material,undercut the base, mixing,compaction,haul off, sweep, and dispose 24 of the undercut material. 25 j. Remove speed cushion: full compensation for removal,hauling, disposal, 26 tools, equipment, labor, and incidentals needed to execute the work. For utility 27 projects,this Item shall be considered subsidiary to the trench and no other 28 compensation will be allowed. 29 k. No payment for saw cutting of pavement or curbs and gutters will be made 30 under this section. Include cost of such work in unit prices for items listed in 31 bid form requiring saw cutting. 32 1. No payment will be made for work outside maximum payment limits indicated 33 on plans,or for pavements or structures removed for CONTRACTOR's 34 convenience. 35 1.3 REFERENCES 36 A. ASTM International(ASTM): 37 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 38 Soil Using Standard Effort(12 400 ft-lbf/ft3 (600 kN-m/m3)) 39 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 40 1.5 SUBMITTALS [NOT USED] 41 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 42 1.7 CLOSEOUT SUBMITTALS [NOT USED] 43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 44 1,9 QUALITY ASSURANCE [NOT USED] 45 1,10 DELIVERY, STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH 2104 CIP,YEAR 3--CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 2,2016 0241 15-3 PAVING REMOVAL Page 3 of 6 1 1.11 FIELD CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART2- PRODUCTS 4 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 5 2.2 EQUIPMENT [NOT USED] 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 EXAMINATION [NOT USED] 10 3.2 INSTALLERS [NOT USED] 11 3.3 PREPARATION 12 A. General: 13 1. Mark paving removal limits for City approval prior to beginning removal. 14 2. Identify known utilities below grade-Stake and flag locations. 15 3.4 PAVEMENT REMOVAL 16 A. General. 17 1. Exercise caution to minimize damage to underground utilities. 18 2. Minimize amount of earth removed. 19 3. Remove paving to neatly sawed joints. 20 4. Use care to prevent fracturing adjacent,existing pavement. 21 B. Sawing 22 1. Sawing Equipment. 23 a. Power-driven. 24 b. Manufactured for the purpose of sawing pavement. 25 c. In good operating condition. 26 d. Shall not spall or fracture the pavement structure adjacent to the removal area. 27 2. Sawcut perpendicular to the surface to full pavement depth,parallel and 28 perpendicular to existing joint. 29 3. Sawcut parallel to the original sawcut in square or rectangular fashion. 30 4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, saw 31 joint,cold joint, expansion joint,edge of paving or gutter lip,remove paving to that 32 joint, edge or lip. 33 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new, 34 neat,straight line for the purpose of removing the damaged area. 35 C. Remove Concrete Paving and Concrete Valley Gutter 36 1. Sawcut: See 3.4.13. 37 2. Remove concrete to the nearest expansion joint or vertical saw cut. CITY OF FORT WORTH 2104 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 2,2016 024E 15-4 PAVING REMOVAL Page 4 of 6 1 D. Remove Concrete Curb and Gutter 2 1. Sawcut: See 3A.B. 3 2. Minimum limits of removal: 30 inches in length. 4 E. Remove Asphalt Paving 5 1. Sawcut: See 3A.B. 6 2. Remove pavement without disturbing the base material. 7 3. When shown on the plans or as directed, stockpile materials designated as 8 salvageable at designated sites. 9 4. Prepare stockpile area by removing vegetation and trash and by providing for 10 proper drainage. 11 F. Milling 12 1. General 13 a. Mill surfaces to the depth shown in the plans or as directed. 14 b. Do not damage or disfigure adjacent work or existing surface improvements. 15 c. If milling exposes smooth underlying pavement surfaces,mill the smooth 16 surface to make rough. 17 d. Provide safe temporary transition where vehicles or pedestrians must pass over 18 the milled edges. 19 e. Remove excess material and clean milled surfaces. 20 f. Stockpiling of planed material will not be permitted within the right of way 21 unless approved by the City. 22 g. If the existing base is brick and cannot be milled,remove a 5 foot width of the 23 existing brick base. See 3.3.G. for brick paving removal. 24 2. Milling Equipment 25 a. Power operated milling machine capable of removing, in one pass or two 26 passes,the necessary pavement thickness in a five-foot minimum width. 27 b. Self-propelled with sufficient power,traction and stability to maintain accurate 28 depth of cut and slope. 29 c. Equipped with an integral loading and reclaiming means to immediately 30 remove material cut from the surface of the roadway and discharge the cuttings 31 into a truck, all in one operation. 32 d. Equipped with means to control dust created by the cutting action. 33 e. Equipped with a manual system providing for uniformly varying the depth of 34 cut while the machine is in motion making it possible to cut flush to all inlets, 35 manholes, or other obstructions within the paved area. 36 f. Variable Speed in order to leave the specified grid pattern. 37 g. Equipped to minimize air pollution. 38 3. Wedge Milling and Surface Milling 39 a. Wedge Mill existing asphalt, concrete or brick pavement from the lip of gutter 40 at a depth of 2 inches and transitioning to match the existing pavement(0-inch 41 cut)at a minimum width of 5 feet. 42 b. Surface Mill existing asphalt pavement to the depth specified, 43 c. Provide a milled surface that provides a uniform surface free from gouges, 44 ridges,oil film, and other imperfections of workmanship with a uniform 45 textured appearance. CITY OF FORT WORTH 2104 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 2,2016 0241 15-5 PAVING REMOVAL Page 5 of 6 1 d. In all situations where the existing H.M.A.C. surface contacts the curb face,the 2 wedge milling includes the removal of the existing asphalt covering the gutter 3 up to and along the face of curb. 4 e. Perform wedge or surface milling operation in a continuous manner along both 5 sides of the street or as directed. 6 4. Butt Joint Milling 7 a. Mill butt joints into the existing surface, in association with the wedge milling 8 operation. 9 b. Butt joint will provide a full width transition section and a constant depth at the 10 point where the new overlay is terminated. 11 c. Typical locations for butt joints are at all beginning and ending points of streets 12 where paving material is removed. Prior to the milling of the butt joints, 13 consult with the City for proper location and limits of these joints. 14 d. Butt Milled joints are required on both sides of all railroad tracks and concrete 15 valley gutters,bridge decks and culverts and all other items which transverse 16 the street and end the continuity of the asphalt surface. 17 e. Make each butt joint 20 feet long and milled out across the full width of the 18 street section to a tapered depth of 2 inch. 19 f. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a 20 line adjacent to the beginning and ending points or intermediate transverse 21 items. 22 g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride 23 over the bump. 24 G. Remove Brick Paving 25 1. Remove masonry paving units to the limits specified in the plans or as directed by 26 the City. 27 2. Salvage existing bricks for re-use, clean,palletize, and deliver to the City Stock pile 28 yard at 3300 Yuma Street or as directed. 29 H. Pavement Pulverization 30 1. Pulverization 31 a. Pulverize the existing pavement to depth of 8 inches. See Section 32 1133. 32 b. Temporarily remove and store the 8-inch deep pulverized material,then cut the 33 base 2 inches. 34 c. Start 2-inch base cut at a depth of 8 inches from the existing pulverized surface. 35 2. Cement Application 36 a. Use 3.5%Portland cement. 37 b. See Section 32 1133. 38 3. Mixing: see Section 32 1133. 39 4. Compaction: see Section 32 1133, 40 5. Finishing: see Section 32 11 33, 41 6. Curing: see Section 32 1133, 42 7. If the existing pavement has a combination of 10 inches of H.M.A.C. and crushed 43 stone/gravel: 44 a. Undercut not required 45 b. Pulverize 10 inches deep. 46 c. Remove 2-inch the total pulverized amount. CITY OF FORT WORTH 2104 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 2,2016 024115-6 PAVING REMOVAL Page 6 of 6 1 I. Remove speed cushion 2 1. Scrape or sawcut speed cushion from existing pavement without damaging existing 3 pavement. 4 3.5 REPAIR [NOT USED] 5 3.6 RE-INSTALLATION [NOT USED] 6 3.7 FIELD QUALITY CONTROL [NOT USED] 7 3.8 SYSTEM STARTUP[NOT USED] 8 39 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 Revision Log DATE NAME SUMMARY OF CHANGE 12120/2012 D.Johnson 1.2.A—modified payment requirements on utility projects 2/2/2016 F.Griffin 1.2.A.2.b.—Removed duplicate last sentence. 16 CITY OF FORT WORTH 2104 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised February 2,2016 321320-1 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS ADDENDUM Page 1 of 6 1 SECTION 32 13 20 2 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Concrete sidewalks 7 2. Driveways 8 3. Barrier free ramps 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract 13 2. Division 1 -General Requirements 14 3. Section 02 41 13 -Selective Site Demolition 15 4. Section 32 13 13 -Concrete Paving 16 5. Section 32 13 73 -Concrete Paving Joint Sealants 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Concrete Sidewalk 20 a. Measurement 21 1) Measurement for this Item shall be by the square foot of completed and 22 accepted Concrete Sidewalk in its final position for various: 23 a) Thicknesses 24 b) Types 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under"Measurement"will be paid for at the unit 28 price bid per square foot of Concrete Sidewalk. 29 c. The price bid shall include: 30 1) Excavating and preparing the subgrade 31 2) Furnishing and placing all materials 32 2. Concrete Curb at Back of Sidewalk(6 to 12 inch max) 33 a. Measurement 34 1) Measurement for this Item shall be by the linear foot of completed and 35 accepted Concrete Curb at the Back of Sidewalk within the 6 to 12 inch curb 36 height at back of walk in its final position. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"will be paid for at the unit 40 price bid per linear foot of Concrete Curb at the Back of Sidewalk. 41 c. The price bid shall include: CITY OF FORT WORTH 2014 CP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised June 5,2018 321320-2 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS ADDENDUM 6 Page 2 of 6 l 1) Excavating and preparing the subgrade 2 2) Furnishing and placing all materials,including concrete and reinforcing 3 steel 4 3) Excavation in back of"retaining"curb 5 4) Furnishing,placing,and compacting backfill 6 3. Concrete Driveway 7 a. Measurement 8 1) Measurement for this Item shall be by the square foot of completed and 9 accepted Concrete Driveway in its final position for various: 10 a) Thicknesses 11 b) Types 12 2) Dimensions will be taken from the back of the projected curb,including the 13 area of the curb radii and will extend to the limits specified in the Drawings. 14 3) Sidewalk portion of drive will be included in driveway measurement. 15 4) Curb on drive will be included in the driveway measurement. 16 b. Payment 17 1) The work performed and materials furnished in accordance with this Item 18 and measured as provided under"Measurement"will be paid for at the unit 19 price bid per square foot of Concrete Driveway. 20 c. The price bid shall include: 21 1) Excavating and preparing the subgrade 22 2) Furnishing and placing all materials 23 4. Barrier free Ramps 24 a. Measurement 25 1) Measurement for this Item shall be per each Barrier free Ramp completed 26 and accepted for various: 27 a) Types 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 and measured as provided under"Measurement"will be paid for at the unit 31 price bid per each`Barrier Free Ramp"installed. 32 c. The price bid shall include: 33 1) Excavating and preparing the subgrade 34 2) Furnishing and placing all materials 35 3) Curb Ramp 36 4) Landing and detectable warning surface as shown on the Drawings 37 5) Adjacent flares or side curb 38 1.3 REFERENCES 39 A. Abbreviations and Acronyms 40 1. TAS—Texas Accessibility Standards 41 2. TDLR—Texas Department of Licensing and Regulation 42 B. Reference Standards 43 1. Reference standards cited in this Specification refer to the current reference 44 standard published at the time of the latest revision date logged at the end of this 45 Specification,unless a date is specifically cited. 46 2. American Society for Testing and Materials(ASTM) CITY OF FORT WORTH 2014 CP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised June 5,2018 321320-3 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS ADDENDUM 6 Page 3 of 6 1 a. D545,Test Methods for Preformed Expansion Joint Fillers for Concrete 2 Construction(Non-extruding and Resilient Types) 3 b. D698,Test Methods for Laboratory Compaction Characteristics of Soil Using 4 Standard Effort(12,400 ft-lbf/ft3) 5 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 6 1.5 SUBMITTALS [NOT USED] 7 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 8 A. Mix Design: submit for approval. Section 32 13 13. 9 B. Product Data: submit product data and sample for pre-cast detectable warning for 10 barrier free ramp. 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE [NOT USED] 14 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 15 1.11 FIELD CONDITIONS 16 A. Weather Conditions: PIacement of concrete shall be as specified in Section 32 13 13. 17 1.12 WARRANTY [NOT USED] 18 PART 2- PRODUCTS 19 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 20 2.2 EQUIPMENT AND MATERIALS 21 A. Forms: woad or metal straight, free from warp and of a depth equal to the thickness of 22 the finished work. 23 B. Concrete: see Section 32 13 13, 24 1. Unless otherwise shown on the Drawings or detailed specifications,the standard 25 class for concrete sidewalks,driveways and barrier free ramps is shown in the 26 following table: 27 Standard Classes of Pavement Concrete Class of Minimum 28 Day Mix. Maximum Course Concrete' Cementitious, Compressive Water/ Aggregate Lb./CY Strength2 Cementitious Maximum psi Ratio Size, inch A 470 3000 0.58 1-1/2 28 C. Reinforcement: see Section 32 13 13. 29 1. Sidewalk., driveway and barrier free ramp reinforcing steel shall be#3 deformed 30 bars at 18 inches on-center-both-ways at the center plane of all slabs,unless 31 otherwise shown on the Drawings or detailed specifications. 32 D. Joint Filler CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised June 5,2018 321320-4 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS ADDENDUM Page 4 of 6 1 1. Wood Filler:see Section 32 13 13. 2 2. Pre-Molded Asphalt Board Filler 3 a. Use only in areas where not practical for wood boards. 4 b. Pre-molded asphalt board filler: ASTM D545. 5 c. Install the required size and uniform thickness and as specified in Drawings. 6 d. Include 2 liners of 0.016 asphalt impregnated kraft paper filled with a mastic 7 mixture of asphalt and vegetable fiber and/or mineral filler. 8 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings. 9 2.3 ACCESSORIES [NOT USED] 10 2.4 SOURCE QUALITY CONTROL [NOT USED] I I PART 3 - EXECUTION 12 3.1 INSTALLERS [NOT USED] 13 3.2 EXAMINATION [NOT USED] 14 3.3 PREPARATION 15 A. Surface Preparation 16 1. Excavation: Excavation required for the construction of sidewalks, driveways and 17 barrier free ramps shall be to the lines and grades as shown on the Drawings or as I8 established by the City. 19 2. Fine Grading 20 a. The Contractor shall do all necessary filling, Ieveling and fine grading required 21 to bring the subgrade to the exact grades specified and compacted to at least 90 22 percent of maximum density as determined by ASTM D698. 23 b. Moisture content shall be within minus 2 to plus 4 of optimum. 24 c. Any over-excavation shall be repaired to the satisfaction of the City. 25 B. Demolition/Removal 26 1. Sidewalk,Driveway and/or Barrier Free Ramp Removal: see Section 02 41 13. 27 3.4 INSTALLATION 28 A. General 29 1. Concrete sidewalks shall have a minimum thickness of 4 inches. 30 2. Sidewalks constructed in driveway approach sections shall have a minimum 31 thickness equal to that of driveway approach or as called for by Drawings and 32 specifications within the limits of the driveway approach. 33 3. Driveways shall have a minimum thickness of 6 inches. Standard cross-slopes for 34 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines. 35 The construction of the driveway approach shall include the variable height radius 36 curb in accordance with the Drawings. 37 4. All pedestrian facilities shall comply with provisions of TAS including location, 38 slope, width, shapes,texture and coloring. Pedestrian facilities installed by the 39 Contractor and not meeting TAS must be removed and replaced to meet TAS(no 40 separate pay). CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT l STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised June 5,2018 321320-5 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS ADDENDUM Page 5 of 6 1 B. Forms:Forms shall be securely staked to line and grade and maintained in a true 2 position during the depositing of concrete. 3 C. Reinforcement: see Section 32 13 13. 4 D. Concrete Placement: see Section 32 13 13. 5 E. Finishing 6 1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true, 7 even surface. 8 2. Trowel and then brush transversely to obtain a smooth uniform brush finish. 9 3. Provide exposed aggregate finish if specified. 10 4. Edge joints and sides shall with suitable tools. 11 F. Joints 12 1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed 13 using redwood. 14 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50 15 foot intervals for 5 foot wide and greater sidewalk. 16 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete 17 driveways,curbs,formations,other sidewalks and other adjacent old concrete work. 18 Similar material shall be placed around all obstructions protruding into or through 19 sidewalks or driveways. 20 4. All expansion joints shall be 1/2 inch in thickness. 21 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall 22 be finished to approximately a 112 inch radius with a suitable finishing tool. 23 6. Sidewalks shall be marked at intervals equal to the width of the walk with a 24 marking tool. 25 7. When sidewalk is against the curb,expansion joints shall match those in the curb. 26 G. Barrier Free Ramp 27 1. Furnish and install brick red color pre-cast detectable warning Dome-Tile, 28 manufactured by StrongGo Industries or approved equal by the City. 29 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction 30 of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or 31 landing where the pedestrian access route enters the street. 32 3. Locate detectable warning surface so that the edge nearest the curb line is a 33 minimum of 6-inch and maximum of 8-inch from the extension of the face of the 34 curb. 35 4. Detectable warning Dome-Tile surface may be curved along the corner radius. 36 5. Install detectable warning surface according to manufacturer's instructions. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised June 5,2018 321320-6 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS ADDENDUM 6 Page 6 of 6 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 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A.3—Measurement and Payment for Barrier Free Ramps modified to match updated City Details 4/30/2013 F.Griffin Corrected Part 1, 1.2,A,3,b, I to read;from...square foot of Concrete Sidewalk. to...each"Barrier Free Ramp"installed. June 5,2018 M Owen Revised Measurement and Payment.section. 12 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONI12AC1'1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised June 5,2018 323213- 1 CAST-IN-PLACE CONCRETE RETAINING WALLS ADDENDUM Page 1 of 6 1 SECTION 32 32 13 2 CAST-IN-PLACE CONCRETE RETAINING WALLS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Construction of cast-in-place concrete retaining wall adjacent to concrete sidewalk 7 (3 foot maximum height)of the size and shape detailed on the Drawings and at the 8 location shown on the Drawings. 9 2. Construction of TxDOT standard cast-in-place, spread foot concrete retaining wall 10 of the size and shape detailed on the Drawings and at the location shown on the 11 Drawings. 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: t5 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract 16 2. Division I -General Requirements 17 3. Section 03 30 00-Cast-in-Place Concrete 18 4. Section 3123 16—Unclassified Excavation 19 5. Section 3123 23 -Borrow 20 6. Section 3124 00-Embankments 21 7. Section 32 13 20-Concrete Sidewalks,Driveways and Barrier Free Ramps 22 8. Section 33 46 00-Subdrainage 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Concrete Retaining Wall Adjacent to Sidewalk 26 a. Measurement 27 1) Measurement for this Item shall be by the square foot of the front surface of 28 the wall(face) from the top of the adjacent sidewalk to the top of the wall. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under"Measurement"will be paid for at the unit 32 price bid per square foot of Concrete Retaining Wall Adjacent to Sidewalk 33 constructed. 34 c. The price bid shall include: 35 1) Excavation in back of Retaining Walls 36 2) Furnishing and placing footings 37 3) Leveling pads and copings 38 4) Furnishing, placing,and compacting backfill(except in embankment areas) 39 5) Furnishing and placing concrete,reinforcing steel,waterproofing material, 40 filter material and drain pipe,joint material,water stop, and filter fabric 41 when required CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised June 5,2018 323213-2 CAST-IN-PLACE CONCRETE RETAINING WALLS ADDENDUM 6 Page 2 of 6 1 6) Fabricating, curing,and finishing wall including special coatings when 2 specified 3 2. Concrete Sidewalk Adjacent to Retaining Wall 4 a. Measurement 5 1) Measurement for this Item shall be by the square foot of completed and 6 accepted Concrete Sidewalk Adjacent to Retaining Wall in its final 7 position. Measurement shall be taken from face of wall to edge of concrete 8 sidewalk. 9 b. Payment 10 1) The work performed and materials furnished in accordance with this Item 11 and measured as provided under"Measurement"will be paid for at the unit 12 price bid per square foot of Concrete Sidewalk Adjacent to Retaining Wall 13 installed. 14 c. The price bid shall include: 15 1) Excavating and preparing the subgrade 16 2) Furnishing and placing all materials 17 3. TxDOT Standard—Spread Footing Walls 18 a. Measurement 19 1) Measurement for this Item shall be by the square foot of the front surface of 20 the wall. Unless otherwise shown on the Drawings,measure area from 21 finished ground line on the face of the exterior wall to the top of the wall 22 including any coping required(not including railing). 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under"Measurement"will be paid for at the unit 26 price bid per square foot of Spread Footing Wall constructed. 27 c. The price bid shall include: 28 1) Excavation in back of Retaining Walls 29 2) Furnishing and placing footings 30 3) Leveling pads and copings 31 4) Furnishing,placing,and compacting backfill(except in embankment areas) 32 5) Furnishing and placing concrete,reinforcing steel,waterproofing material, 33 filter material and drain pipe,joint material, water stop,and filter fabric 34 when required 35 6) Fabricating, curing,and finishing wall including special coatings when 36 specified 37 1.3 REFERENCES 38 A. Definitions 39 1. Permanent Wall-Retaining wall with a design service life of 75 years.All walls 40 are presumed to be permanent walls unless otherwise specified in the Drawings. 41 B. Reference standards cited in this specification refer to the current reference standard 42 published at the time of the latest revision date logged at the end of this specification, 43 unless a date is specifically cited. 44 1. ASTM International (ASTM).- 45 ASTM):45 a. D4491,Standard Test Methods for Water Permeability of Geotextiles by 46 Permittivity 47 b. D4533, Standard Test Method for Trapezoid Tearing Strength of Geotextiles CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised June 5,2018 323213-3 CAST-IN-PLACE CONCRETE RETAINING WALLS ADDENDUM 6 Page 3 of 6 1 c. D4632, Standard Test Method for Grab Breaking Load and Elongation of 2 Geotextiles 3 d. D4751, Standard Test Method for Determining Apparent Opening Size of a 4 Geotextile 5 2. Texas Department of Transportation(TXDOT), Standard Specifications for 6 Construction and Maintenance of Highways and Bridges: 7 a. 110,Excavation 8 b. 132,Embankment 9 c. 400,Excavation and Backfill for Structures 10 d. 420, Concrete Structures I 1 e. 421,Hydraulic Cement Concrete 12 f. 423,Retaining Walls 13 g. 440,Reinforcing Steel 14 h. 445,Galvanizing 15 i. 458, Waterproofing Membranes for Structures 16 j. 556,Pipe Underdrains 17 3. TxDOT Standard—Spread Footing Walls 18 a. RW 1 (L)A—Low Footing Pressure,Design A Retaining Walls 19 b. RW I (L)B—Low Footing Pressure,Design B Retaining Walls 20 c. RW 1 (L)C—Low Footing Pressure,Design C Retaining Walls 21 d. RW 1 (H)A—High Footing Pressure,Design A Retaining Walls 22 e. RW i (H)B—High Footing Pressure, Design B Retaining Walls 23 f. RW 1 (H)C—High Footing Pressure,Design C Retaining Walls 24 g. RW 2—Retaining Wall Miscellaneous Details 25 4. Texas Department of Transportation(TXDOT),Manual of Testing Procedures: 26 a. Tex-616-J,Construction Fabrics 27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 28 1.5 SUBMITTALS 29 A. See Section 03 30 00. 30 1.6 ACTION SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE 34 A. See Section 03 30 00. 35 1.10 DELIVERY, STORAGE,AND HANDLING 36 A. See Section 03 30 00. 37 1.11 SITE CONDITIONS 38 A. Ambient Conditions: See Section 03 30 00. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised June 5,2018 323213-4 CAST-IN-PLACE CONCRETE RETAINING WALLS ADDENDUM Page 4 of 1 1.12 WARRANTY [NOT USED] 2 PART2- PRODUCTS 3 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. Concrete and Reinforcing Steel 6 1. Concrete Retaining Wall with Sidewalk 7 a. Section 03 30 00. 8 2. TxDOT Standard—Spread Footing Walls 9 a. 420,Concrete Structures 10 b. 421,Hydraulic Cement Concrete 11 c. 440,Reinforcing Steel 12 d. 445, Galvanizing 13 e. 458, Waterproofing Membranes for Structures 14 B. Backfill 15 1. Concrete Retaining Wall with Sidewalk 16 a. Section 3123 23 17 2. TxDOT Standard—Spread Footing Walls 18 a. 132,Embankments 19 C. Underdrains 20 1. Concrete Retaining Wall with Sidewalk 21 a. Section 33 46 00 22 2. TxDOT Standard—Spread Footing Walls 23 a. 556,Pipe Underdrains 24 D. Filter Fabric 25 1. General 26 a. Provide standard weight fabric for retaining walls and soil separation. 27 b. Provide filter fabric rated as UV-resistant when used as part of the exposed 28 facing for a temporary wall. 29 c. The fabric consists exclusively of manmade thermoplastic fibers, is a non- 30 woven geotextile fabric, and forms a mat of uniform quality. 31 d. Fabric fibers are continuous and random throughout the fabric. 32 e. The fabric is mildew resistant and rot-proof,and it is satisfactory for use in a 33 Wet soil and aggregate environment. 34 2. Physical Requirements: The fabric must conform to the requirements listed in Table 35 1 when tested in accordance with the test methods specified. 36 37 Table 1 38 Filter Fabric Requirements 39 Physical Properties Test Method Value Fabric Weight,on an ambient Tex-6164 4 ozlyard temperature air-dried,tension free sample CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised dune 5,2018 323213-5 CAST-IN-PLACE CONCRETE RETAINING WAILS ADDENDUM 6 Page 5 of 6 Permittivity, 1/sec ASTM D4491 1.0,min Tensile Strength, lbs ASTM D4632 100 lbs Apparent Opening Size ASTM D4751 70-100 = Elongation at yield,percent ASTM D4632 20-100 Trapezoidal Tear,lbs ASTM D4533 35 lbs 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3- EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. Construct retaining walls in accordance with the Drawings and to the pertinent 9 requirements of the following Sections: 10 1. Concrete Retaining Wall with Sidewalk 11 a. Section 03 30 00 12 b. Section 3123 16 13 c. Section 3123 23 14 d. Section 3124 00 15 e. Section 33 46 00 16 2. TxDOT Standard---Spread Footing Walls 17 a. 110,Excavation 18 b. 132,Embankment 19 c. 400,Excavation and Backfill for Structures 20 d. 423,Retaining Walls 21 e. 420,Concrete Structures 22 £ 458, Water proofing Membranes for Structures 23 g. 556,Pipe Underdrains 24 3.5 REPAIR 25 A. See Section 03 30 00. 26 3.6 RE-INSTALLATION [NOT USED] 27 3.7 FIELD QUALITY CONTROL 28 A. See Section 03 30 00. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised June 5,2018 323213-6 CAST-IN-PLACE CONCRETE RETAINING WALLS ADDENDUM 6 Page 6 of 6 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A—Payment Item for concrete retaining wall with sidewalk was broken into two Items:one for the face of wall and one for the sidewalk. 615/18 M Owen Revised Summary and Measurement and Payment sections. 9 CITY OF FORT WORTH 2414 C1P,YEAR 3—CONTRACT l STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised June 5,2018 33 01 30-1 SEWER AND MANHOLE TESTING ADDENDUM 6 Page I of 8 1 SECTION 33 0130 2 SEWER AND MANHOLE TESTING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing for sanitary sewer pipe and manholes prior to placing in service 7 a. Low Pressure Air Test and Deflection(Mandrel)Test 8 1) Excludes pipe with flow 9 2) Hydrostatic Testing is not allowed. 10 b. Vacuum Testing for sanitary sewer manholes 11 2. Before any newly constructed sanitary sewer pipe and manholes are placed into 12 service it shall be cleaned and tested. 13 3. Pipe testing will include low pressure air test for 60-inch pipe and smaller. 14 4. Pipe testing will include low pressure air test of joints for 27-inch or larger pipe. 15 5. Pipe testing will include deflection(mandrel)test for pipe. 16 6. Hydrostatic testing is not allowed. 17 7. Manhole testing will include vacuum test. 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0—Bidding Requirements,Contract Forms,and Conditions of the 22 Contract 23 2. Division 1 —General Requirements 24 3. Section 03 80 00--Modifications to Existing Concrete Structures 25 4. Section 33 04 50----Cleaning of Sewer Mains 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Pipe Testing 29 a. Measurement 30 1) This Item is considered subsidiary to the sanitary sewer main(pipe) 31 completed in place. 32 b. Payment 33 1) The work performed and the materials furnishing in accordance with this 34 Item are subsidiary to the unit price bid per linear foot of sanitary sewer main 35 (pipe)complete in place, and no other compensation will be allowed. 36 2. Manhole Testing 37 a. Measurement 38 1) Measurement for testing manholes shall be per each vacuum test. 39 b. Payment CITY OF FORT WORTH 2014 C1P,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 330130-2 SEWER AND MANHOLE TESTING ADDENDUM 6 Page 2 of 8 1 1) The work performed and the materials furnished in accordance with this 2 Item shall be paid for at the unit price bid per each vacuum test completed. 3 c. The price bid shall include: 4 1) Mobilization 5 2) Plugs 6 3) Clean-up 7 1.3 REFERENCES [NOT USED] 8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 9 1.5 SUBMITTALS 10 A. Submittals shall be in accordance with Section 0133 00, 11 B. All submittals shall be approved by the City prior to delivery. 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS 14 A. Test and Evaluation Reports 15 1. All test reports generated during testing(pass and fail) 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Certifications 19 1. Mandrel Equipment 20 a. If requested by City, provide Quality Assurance certification that the equipment 21 used has been designed and manufactured in accordance to the required 22 specifications. 23 2. Joint Testing 24 a. Testing Service-Engage a qualified independent testing agency to perform 25 joint evaluation tests 26 b. Equipment-If requested by City,provide Quality Assurance certification that 27 the equipment used has been designed and manufactured in accordance to the 28 required specifications. CITY OF FORT WORTH 2O14 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No 02693 Revised December 20,2012 330130-3 SEWER AND MANHOLE TESTING ADDENDUM 6 Page 3 of 8 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION 9 A. Low Pressure Air Test(Pipe 60 inch and smaller) 10 1. Clean the sewer main before testing, as outlined in Section 33 04 50. 11 2. Plug ends of all branches, laterals,tees,wyes, and stubs to be included in test. 12 B. Low Pressure Joint Air Test(Pipe 27 inch or larger) 13 1. Clean the sewer main before testing, as outlined in Section 33 04 50. 14 2. Assemble individual joint tester over each joint from within the pipe. 15 C. Deflection(mandrel)test(Pipe) 16 1. Perform as last work item before final inspection. 17 2. Clean the sewer main and inspect for offset and obstruction prior to testing. 18 3. Materials 19 a. Mandrel used for deflection test 20 1) Use of an uncertified mandrel or a mandrel altered or modified after 21 certification will invalidate the deflection test. 22 2) Mandrel requirements 23 a) Odd number of legs with 9 legs minimum 24 b) Effective length not less than its nominal diameter 25 c) Fabricated of rigid and nonadjustable steel 26 d) Fitted with pulling rings and each end 27 e) Stamped or engraved on some segment other than a runner indicating 28 the following: 29 (1) Pipe material specification 30 (2) Nominal size 31 (3) Mandrel outside diameter(OD) 32 f) Mandrel diameter must be 95 percent of inside diameter(ID)of pipe. 33 g) Mandrel equipment shall be suitable for the pipe material to prevent 34 damage to the pipe. Consult manufacturer for appropriate mandrel 35 equipment. 36 D. Vacuum test(Manhole) 37 1. Plug lifting holes and exterior joints. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 330130-4 SEWER AND MANHOLE TESTING ADDENDUM Page 4 of 8 1 2. Plug pipes and stubouts entering the manhole. 2 3. Secure stubouts, manhole boots,and pipe plugs to prevent movement while vacuum 3 is drawn. 4 4. Plug pipes with drop connections beyond drop. 5 5. Place test head inside the frame at the top of the manhole. 6 3.4 INSTALLATION 7 A. Low pressure air test(Pipe 60"Inch and Smaller) 8 1. Install plug with inlet tap. 9 2. Connect air hose to inlet tap and a portable air control source. 10 3. After the stabilization period(3.5 psig minimum pressure)start the stop watch. 11 4. Determine time in seconds that is required for the internal air pressure to reach 2.5 12 psig. Minimum permissible pressure holding time per diameter per length of pipe 13 is computed from the following equation: 14 15 T=(0.0850*D*K) 16 Q 17 Where: 18 T=shortest time,seconds,allowed for air pressure to drop to 1.0 psig 19 K=0.000419*D*L,but not less than 1.0 20 D=nominal pipe diameter, inches 21 L=length of pipe being tested(by pipe size),feet 22 Q=0.00 15, cubic feet per minute per square foot of internal surface 23 5. UNI-B-6,Table 1 provides required time for given lengths of pipe for sizes 4-inch 24 through 60-inch based on the equation above. 25 26 UNI-13-6,Table 1 27 Minimum specified time required for a 1.0 psig pressure drop for size and length of pipe 28, indicated for q=0.00 15 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 330130-5 SEWER AND MANHOLE TESTING ADDENDUM 6 Page 5 of 8 9mcification Time for LennchiLISMwn min�sec I 2 3 4 Minmiwn Pipe Length for Time for Diameter Tunc Minimum Longer 100ft 15M 20011 250ft 30M 3508 4008 4500. (in.) (mi. Time(ft) Length(see) see 4 3:46 597 .380 L 346 3:46 3:A6 3:46 3:46 3:46 3:46 3:46 6 5:40 398 .854 L 5:0.0 5:40 5:40 SAO 5:40 5:40 5:42 624 8 7:34 298 1-520 L 7:34 7:34 7:34 7:34 7:36 8:52 10.08 1124 10 926 239 2,3741. 9:26 926 926 953 1152 13.51 15.49 17:48 12 1120 199 3.419L 1120 1120 _1129 t4,15 17[05 19156 22'47 25:38:00 15 14'10 159 5342L 14:10 14:10 17:48 22:15 26'42',00 31[09:00 35:36:00 40.04:00 is 17:00 133 7,692 L 17.00 19.13 25-3800 3203:00 38.2700 44520.0 51.16:00 57:41-00 21 M.51) 114 10.470 L 19.50 26:10.00 34.54:00 43:37:00 52:21:00 61:00:00 69:48:00 78:31.00 24 22:40 99 ]3.674 L 2247 34:11:00 45:34:OD 56:5810D 682200 79:4600 91,10.00 10231,00 27 25,3(1U0 88 17.306L 2851,00 43,1610D 57:41M 72 07 8632100 100:57:00 11522,00 129:48:00 30 28:20:00 80 21.366L 3537:00 5325:00 71:1300 89.02:00 106:50:00 12438:00 142:26.00 16DA 5:00 33 3110,00 72 75,857L 43.0500 6438:110 86:10.00 107.4300 12916:00 15043.00 17221:00 193,53,00 36 3400110 66 30 768 L 5177:00 765500 102,3400 128,1200 153:50M 17929100 205,07'00 230:46:00 42 39:48:00 57 41.8_831, 69:4$:00 104:42:00 139:37:00 174:3000 209:24:00 244:19:00 279:13:00 314:07:00 48 45:3490 50 54 705 L 91,10.00 136:45:00 18221:00 2_27:55:00 27331:00 31906:00 364:4200 410:17:00 54 51:02:00 44 69.236L 11524:00 17105:00 230:47:00 288:29:00 346:1100 403:53:00 461:34:00 519:16.00 60 56.40:00 40 85.476 L 14228:00 213ALOO 284:55:0D 356.09:OD 4272300 498,37.00 56950.00 64104.00 1 2 3 4 6. Stop test if no pressure loss has occurred during the first 25 percent of the 5 calculated testing time. 6 B. Low pressure joint air test(27 Inch or larger pipe) 7 1. All pipe joints, for all pipe materials,shall be tested in accordance with ASTM 8 C1103 as follows: 9 2. Equipment shall be the product of manufacturers having more than five years of 10 regular production of successful joint testers. Joint tester shall be as manufactured I 1 by Cherne Industrial,Inc., of Edina,Minnesota, or approved equal. 12 3. Follow equipment manufacturer's recommendations when performing tests; only 13 experienced technicians shall perform tests. 14 4. The testing equipment shall be assembled and positioned over the center of the pipe 15 joint and the end element tubes inflated to a maximum of 25 psi. 16 5. Pressurize the center joint test area to 4.0 psig and allow the temperature and 17 pressure to stabilize at the minimum of 2.5 psig for a period of 2.0 minutes prior to 18 testing. 19 6. To test, adjust the pressure to 3.5 psig and measure the time required to decrease the 20 pressure from 3.5 psig to 2.5 psig. 21 7. The joint is acceptable if the time for the pressure to drop from 3.5 psig to 2.5 psig 22 is greater than 10 seconds. 23 C, Deflection(mandrel)test(Pipe) 24 1. For pipe 36 inches and smaller,the mandrel is pulled through the pipe by hand to 25 ensure that maximum allowable deflection is not exceeded. 26 2. Maximum percent deflection by pipe size is as follows: 27 Nominal Pipe Size CITY OF FORT WORTH 2014 CIP,YEAR 3-CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 330130-6 SEWER AND MANHOLE TESTING ADDENDUM Page 6 of 8 Inches Percent Deflection Allowed 12 and smaller 5.0 15 through 30 4.0 Greater than 30 3.0 1 2 D. Vacuum test(Manhole) 3 1. Test manhole prior to coating with epoxy or other material. 4 2. Draw a vacuum of 10 inches of mercury and turn off the pump. 5 3. With the valve closed,read the level vacuum level after the required test time. 6 4. Minimum time required for vacuum drop of 1 inch of mercury is as follows: 7 CITY OF FORT WORTH 2014 C]P,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No 02693 Revised December 20,2012 330130-7 SEWER AND MANHOLE TESTING ADDENDUM Page 7 of 8 1 2 Depth of 4-foot Dia 5-foot Dia 6-foot Dia Manhole,feet Seconds Seconds Seconds — 8 20 26 33 10 25 33 41 12 30 39 49 14 35 45 57 16 40 52 67 18 40 59 73 ** I T=5 T=6.5 T=8 3 ** For manholes over 18 feet deep,add"T"seconds as shown for each respective 4 diameter for each 2 feet of additional depth of manhole to the time shown for 18 foot 5 depth. (Example: A 30 foot deep,4-foot diameter. Total test time would be 70 6 seconds. 40+6(5)=70 seconds) 7 8 5. Manhole vacuum levels observed to drop greater than 1 inch of mercury will have 9 failed the test. 10 3.5 REPAIR/RESTORATION [NOT USED] 11 3.6 RE-INSTALLATION [NOT USED] 12 3.7 FIELD QUALITY CONTROL 13 A. Non-Conforming Work 14 1. Low pressure air test(Pipe 60 Inch and smaller) 15 a. Should the air test fail, find and repair leak(s)and retest. 16 2. Low pressure joint air test(Pipe 27 inch or larger) 17 a. 100 percent of all joints shall be field tested,prior to the placement of backfill 18 over the spring line of the pipe,after the pipe has been substantially locked in to 19 place by embedment. If the pipe does not pass the field air test,the joint will be 20 pulled and refitted or rejected and removed from the project. After full 21 placement of backfill and proper compaction, 100%of all joints will be tested 22 again,as the installation progresses. At no time shall pipe installation exceed 23 300 feet beyond the last joint tested. 24 b. No more than 2 percent of the total number of joints failing to meet the 25 requirements of this test shall be field repaired by joint grout injection, or band 26 clamps,or other method. Any joints over 2%requiring field repairs shall be 27 rejected and removed from the project site. Rejected pipe shall be removed 28 from the project. Installation shall be stopped until defective joints are repaired 29 or replaced. 30 3. Should Deflection(mandrel)test(Pipe) 31 a. Should the mandrel fail to pass,the pipe is considered overdeflected. 32 b. Uncover overdeflected pipe. Reinstall if not damaged. 33 c. If damaged,remove and replace. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT l STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 330130-8 SEWER AND MANHOLE TESTING ADDENDUM 6 Page 8 of 8 1 4. Vacuum test(Manhole) 2 a. Should the vacuum test fail,repair suspect area and retest. 3 1) External repairs required for leaks at pipe connection to manhole. 4 a) Shall be in accordance with Section 03 80 00. 5 2) leaks within the manhole structure may be repaired internally or 6 externally. 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 Revision Log DATE NAME SUMMARY OF CHANGE 8/10/2018 W.Norwood 3.4.1)Require testing prior to coating manholes 3.3,A&B,Add individual joint testing option for 27 inch and larger with independent testing. 9/7/2018 W.Norwood 3.4.A Include UNI-13-6,Table 1 for low pressure air test 4A.B Include individual joint testing requirements 16 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 3305 13-1 FRAME,COVER,AND GRADE RINGS-CAST IRON ADDENDUM Page 1 of 5 1 SECTION 33 0513 2 FRAME,COVER,AND GRADE RINGS—CAST IRON 3 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Cast iron frame,cover and grade rings used as access ports into water,sanitary 8 sewer and storm drain structures such manholes or vaults 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division 1 —General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Measurement 18 a. This Item is considered subsidiary to the structure containing the frame,cover 19 and grade rings. 20 2. Payment 21 a. The work performed and the materials furnished in accordance with this Item 22 are subsidiary to the unit price bid per each structure complete in place,and no 23 other compensation will be allowed. 24 1.3 REFERENCES 25 A. Reference Standards 26 1. Reference standards cited in this Specification refer to the current reference 27 standard published at the time of the latest revision date logged at the end of this 28 Specification,unless a elate is specifically cited. 29 2. ASTM International(ASTM) 30 a. ASTM A48—Standard Specification for Gray Iron Castings 31 b. ASTM A536- Standard Specification for Ductile Iron Castings 32 c. ASTM C478- Specification for Precast Reinforced Concrete Manhole Sections 33 3. American Association of State Highways and Transportation Officials(AASHTO) 34 a. AASHTO M306—Standard Specification for Drainage, Sewer,Utility and 35 Related Castings CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No 02693 Revised January 22,2016 330513-2 FRAME,COVER,AND GRADE RINGS-CAST IRON ADDENDUM 6 Page 2 of 5 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 Engineer or the City prior to delivery and/or 5 fabrication for specials. 6 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS 7 A. Product Data 8 1. All castings shall be cast with: 9 a. Approved foundry's name 10 b. Part number 11 c. Country of origin 12 2. Provide manufacturer's: 13 a. Specifications 14 b. Load tables 15 c. Dimension diagrams 16 d. Anchor details 17 c. Installation instructions 18 B. Certificates 19 1. Manufacturer shall certify that all castings conform to the ASTM and AASHTO 20 designations. 21 1.7 CLOSEOUT SUBMITTALS [NOT USED] 22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 23 1.9 QUALITY ASSURANCE [NOT USED] 24 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2- PRODUCTS 28 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 29 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 30 A. Manufacturers 31 1. Only the manufacturers as listed on the City's Standard Products List will be 32 considered as shown in Section 01 60 00. 33 a. The manufacturer must comply with this Specification and related Sections. 34 2. Any product that is not listed on the Standard Products List is considered a 35 substitution and shall be submitted in accordance with Section 0125 00. 36 B. Castings CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised January 22,2016 330513-3 FRAME,COVER,AND GRADE RINGS-CAST IRON ADDENDUM 6 Page 3 of 5 1 1. Use castings for frames that conform to ASTM A48, Class 35B or better. 2 2. Use castings for covers that conform to ASTM A536, Grade 65-45-12 or better. 3 3. Use clean casting capable of withstanding application of AASHTO HS-20 vehicle 4 loading with permanent deformation. 5 4. Covers 6 a. Size to set flush with the frame with no larger than a 1/8 inch gap between the 7 frame and cover 8 b. Provide with 2 inch wide pick slots in lieu of pick holes. 9 c. Provide gasket in frame and cover. 10 d. Standard Dimensions 11 1) Sanitary Sewer 12 a) Provide a clear opening of 30 inches for all sanitary sewer frames and 13 cover assemblies unless otherwise specified in the Contract Documents. 14 2) Storm Drain 15 a) Provide a clear opening of 22 1/2 inches for all storm drain frames, 16 inlets and cover assemblies unless otherwise specified in the Contract 17 Documents. 18 b) Provide a minimum clear opening of 30 inches for all storm sewer 19 manholes and junction structures. 20 e. Standard Labels 21 1) Water 22 a) Cast lid with the word"WATER"in 2-inch letters across the lid. 23 2) Sanitary Sewer 24 a) Cast lid with the word"SANITARY SEWER" in 2-inch letters across 25 the lid. 26 3) Storm Drain 27 a) Cast lid with the word"STORM DRAIN"in 2-inch letters across the 28 lid. 29 f. Hinge Covers 30 1) Provide water tight gasket on all hinged covers. 31 2) Water 32 a) Provide hinged covers for all water structures. 33 3) Sanitary Sewer 34 a) Provide hinged covers for all manholes or structures constructed over 35 24-inch sewer lines and larger and for manholes where rim elevations 36 are greater than 12 inches above the surface. 37 C. Grade Rings 38 1. Provide grade rings in sizes from 2-inch up to 8-inch. 39 2. Use concrete in traffic loading areas. 40 3. In non-traffic areas concrete or HDPE can be used. 41 D. Joint Sealant 42 1. Provide a pre-formed or trowelable bitumastic sealant in an extrudable or flat tape 43 form. 44 2. Provide sealant that is not dependant on a chemical action for its adhesive 45 properties or cohesive strength. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised January 22,2016 330513-4 FRAME,COVER,AND GRADE RINGS-CAST IRON ADDENDUM 6 Page 4 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3- EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. Grade Rings 9 1. Place as shown in the water and sanitary sewer City Standard Details. 10 2. Clean surfaces of dirt, sand,mud or other foreign matter before placing sealant. 11 3. Seal each grade ring with sealant specified in this Specification and as shown on the 12 City Standard Details. 13 B. Frame and Cover 14 1. Water 15 a. For water structures install frame,cover and grade rings in accordance with 16 applicable City Standard Detail. 17 2. Sanitary Sewer 18 a. For sanitary sewer structures install frame, cover and grade rings in accordance 19 with applicable City Standard Detail. 20 3. Storm Drain 21 a. For storm drain structures install frame, cover and grade rings in accordance 22 with applicable City Standard Detail. 23 4. Hinge Cover 24 a. Provide hinge cover on elevated manholes,junction boxes,in the flood plain 25 and where specified on the Drawings. 26 C. Joint Sealing 27 1. Seal frame,grade rings and structure with specified sealant. 28 D. Concrete Collar 29 1. Provide concrete collar around all frame and cover assemblies. CITY OF FORT WORTH 2014 CIP,YEAR 3--CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised January 22,2016 330513-5 FRAME,COVER,AND GRADE RINGS-CAST IRON ADDENDUM Page 5 of 5 1 3.5 REPAIR 1 RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3.7 FIELD [oR] SITE 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 SUAEIl 4ARY OF CHANGE 6/25/2014 F.Griffin Corrected error in Part 2-2.2-B-4-d-2-a. Cover size should be 22%2 inches rather than 19%inches. 1/22/2016 F.Griffin Part 2-2.2-B-4-d-2-a.,Cover size updated to 30 inches to match Detail 33 05 16- 1417. 8/30/2017 W.Norwood Change specification name to add Cast Iron 13 CITY OF FORT WORTH 2014 CP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised January 22,2016 330516-1 CONCRETE WATER VAULTS ADDENDUM 6 Page 1 of 5 1 SECTION 33 0516 2 CONCRETE WATER VAULTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Concrete vaults to be used in water utility applications 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms,and Conditions of the 11 Contract 12 2, Division 1 —General Requirements 13 3. Section 03 30 00—Cast-In-Place Concrete 14 4. Section 03 80 00—Modifications to Existing Concrete Structures 15 5. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Measurement 19 a. This Item is considered subsidiary to Water Meter and Vault. 20 2. Payment 21 a. The work performed and materials furnished in accordance with this Item are 22 subsidiary to the unit price bid per each"Water Meter and Vault"complete in 23 place and no other compensation will be allowed. 24 1.3 REFERENCES 25 A. Reference Standards 26 1. Reference standards cited in this Specification refer to the current reference 27 standard published at the time of the latest revision date logged at the end of this 28 Specification,unless a date is specifically cited. 29 2. American Association of State Highway and Transportation Officials(AASHTO). 30 3. American Concrete Institute(ACI): 31 a. 350, Code Requirements for Environmental Engineering Concrete Structures 32 and Commentary. 33 4. ASTM International(ASTM): 34 a. A615, Standard Specification for Deformed and Plain Carbon-Steel Bars for 35 Concrete Reinforcement. 36 b. C857, Standard Practice for Minimum Structural Design Loading for 37 Underground Precast Concrete Utility Structures CITY OF FORT WORTH 2014 C1P,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 330516-2 CONCRETE WATER VAULTS ADDENDUM 6 Page 2 of 5 1 c. C858, Standard Specification for Underground Precast Concrete Utility 2 Structures 3 d. C891, Standard Practice for Installation of Underground Precast Concrete 4 Utility Structures. 5 e. C923, Standard Specification for Resilient Connectors Between Reinforced 6 Concrete Manholes Structures, Pipes,and Laterals. 7 5. Occupational Safety and Health Administration(OSHA) 8 a. 1910,23,Guarding Floor and Wall Openings and Holes 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS 11 A. Submittals shall be in accordance with Section 0133 00. 12 B. All submittals shall be approved by the City prior to delivery. 13 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS 14 A. Product Data 15 1. Precast Concrete Vault 16 2. Connection materials 17 3. Pipe connections at vault walls 18 4. Stubs and stub plugs 19 5. Grade ring 20 6. Ladder 21 7. External coating material 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE 25 A. Qualifications 26 1. Meet the requirements of ACI 318. 27 1.10 DELIVERY,STORAGE,AND HANDLING 28 A. Deliver vault or panels(units)to project site in such quantity to assure continuity of 29 installation. 30 B. Store units at the project site in a manner which prevents cracking, distortion,staining 31 or other physical damage. 32 C. Lift units by designed lifting points or supports. 33 1.11 FIELD [SITE] CONDITIONS [NOT USED] 34 1.12 WARRANTY 35 A. Manufacturer Warranty 36 1. Manufacturer's Warranty shall be in accordance with Division 1. CITY OF FORT WORTH 20 t4 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 3305 I6-3 CONCRETE WATER VAULTS ADDENDUM 6 Page 3 of 5 l PART 2- PRODUCTS 2 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 3 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 4 A. Manufacturers 5 1. Only the manufacturers as listed on the City's Standard Products List will be 6 considered as shown in Section 0160 00. 7 a. The manufacturer must comply with this Specification and related Sections. 8 2. Any product that is not listed on the Standard Products List is considered a 9 substitution and shall be submitted in accordance with Section 0125 00. 10 B. Performance/Design Criteria 11 1. Vault 12 a. Vault dimensions per the Drawings 13 b. Opening per the Drawings 14 c. Incorporate a sump into the base or floor of the vault. 15 1) Avoid conflicts with piping. 16 2) Do not locate directly under the access location if applicable. 17 d. Place floor on a minimum 2 percent slope towards the sump. l8 2. Water Pipe Penetrations 19 a. Use adjustable-linked rubber seal devices or grout,as shown in Drawings,to 20 provide seals around pipe penetrations. 21 3. Vault Access 22 a. Cover/Door 23 1) For non-traffic areas—non H-20 loading 30-inch x 36-inch steel single leaf 24 door,Bilco Type J model or approved equal 25 2) For traffic areas—32-inch hinged ductile iron frame and cover or as shown 26 in manhole lid assembly in Drawings 27 3) With steel door,provide an automatic hold-open arm with release handle 28 and locking device. 29 4) Provide Bilco type fall protection grating under aluminum door that meets 30 OSHA 29 CFR 1910.23 requirements or approved equal. 31 5) Incorporate a drain gutter with an outlet routed to the exterior of the vault 32 lid. 33 b. Ladder 34 1) Provide aluminum ladder by Heron Industries or approved equal. 35 2) Provide ladder to dimensions shown on Drawings. 36 C. Materials 37 1. Concrete for utility construction--Conform to Section 03 30 00. 38 2. Frame and Cover—Conform to Section 33 05 13. 39 3. Grade Ring—Conform to Section 33 05 13 and ASTM C 478. 40 4. Reinforcing Steel—Conform to Section 03 30 00. 41 5. Sewer Pipe Connections—Conform to ASTM C923 or ASTM C1628. 42 6. Adjustable-linked rubber seal devices 43 a. Manufactured by Link-Seal or approved equal CITY OF FORT WORTH 2014. CIP,YEAR 3—CONTRACT] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 330516-4 CONCRETE WATER VAULTS ADDENDUM 6 Page 4 of 5 1 7. Interior Coating or Liner—Conform to Section 33 39 60. 2 8. Exterior Coating 3 a. Coal Tar Bitumastic for below grade damp proofing 4 b. Dry film thickness(DFT)no less than 12 mils and no greater than 30 mils 5 c. Solids content is 68 percent by volume f 2 percent. 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 11 A. Evaluation and Assessment 12 1. Verify lines and grades are in accordance to the Drawings. 13 3.3 PREPARATION [NOT USED] 14 3.4 INSTALLATION 15 A. General 16 1. Vault 17 a. Perform installation in accordance to ASTM C891. 18 b. Construct vault to dimensions shown on Drawings. 19 c. Precast Sections 20 1) Clean bell spigot and gaskets 21 a) Lubricate and join 22 2) Minimize number of segments. 23 d. Vault Base 24 1) Place vault base on 6-inch minimum base of compacted crushed rock(per 25 Section 33 05 10)over undisturbed soils and grade level to elevation shown 26 on the Drawings. 27 2. Water Pipe Penetrations 28 a. Install adjustable-linked rubber seal devices around pipe penetrations in 29 accordance with the manufacturer's recommendation. 30 3. Modifications and pipe penetrations into vaults shall conform to Section 03 80 00. 31 3.5 REPAIR/RESTORATION [NOT USED] 32 3.6 RE-INSTALLATION [NOT USED] 33 3.7 FIELD QUALITY CONTROL [NOT USED] 34 3.8 SYSTEM STARTUP [NOT USED] 35 3.9 ADJUSTING [NOT USED] 36 3.10 CLEANING [NOT USED] CITY OF FORT WORTH 2014 CIP,YFAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 330516-5 CONCRETE WATER VAULTS ADDENDUM 6 Page 5 of 5 1 3.11 CLOSEOUT ACTIVITIES [NOT USED) 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 12/20/2012 B.Johnson 2.2.5.3—Modified vault hatch door and ladder requirements 2.2.C.6--Modified rubber seal requirements 7 CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised December 20,2012 33 12 60-1 STANDARD BLOW-OFF ASSEMBLY ADDENDUM Page 1 of 4 1 SECTION 3312 60 2 STANDARD BLOW-OFF ASSEMBLY 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Standard Blow-off Assembly(6-inch thru 12-inch) 7 B. Products Installed but Not Furnished Under This Section 8 1. None 9 C. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 D. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division I —General Requirements 15 3. Section 03 30 00--Cast-in-Place Concrete 16 4. Section 03 80 00—Modifications to Existing Concrete Structures 17 5. Section 33 05 10—Utility Trench Excavation,Embedment, and Backfill 18 6. Section 33 05 13—Frame, Cover and Grade Rings 19 7. Section 33 11 10—Ductile Iron Pipe 20 8. Section 33 11 11—Ductile iron Fittings 21 9. Section 33 11 13—Concrete Pressure Pipe,Bar-Wrapped, Steel Cylinder Type 22 10. Section 33 11 14—Buried Steel Pipe and Fittings 23 11. Section 33 12 20---ResiIient Seated Gate Valve 24 12. Section 33 39 10—Cast-in-Place Concrete Manholes 25 13. Section 33 39 20—Precast Concrete Manholes 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Measurement 29 a. Measurement for this Item shall be per each. 30 b. Measurement includes gate valves,piping, appurtenances,manhole and cast-in- 31 place concrete bases. 32 1) Tee or outlet from water main is measured and paid for separately. 33 2. Payment 34 a. The work performed and the materials furnished in accordance with this Item 35 shall be paid for at the unit price bid per each"Blow Off Valve"installed for: 36 1) Various sizes CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised June 19,2013 33 1260-2 STANDARD BLOW-OFF ASSEMBLY ADDENDUM 6 Page 2 of 4 1 3. The price bid shall include: 2 a. Excavation 3 b. Pre-cast or cast-in-place concrete manhole and appurtenances 4 c. Cast-in-place concrete gate valve bases 5 d. Crushed rock foundation 6 e. Hinged frame and cover 7 f. Piping,valves and appurtenances 8 g. Fittings (excluding tee or outlet on water main) 9 h. Horizontal thrust blocking 10 i. Backfill 11 j. Pavement removal 12 k. Hauling 13 1. Disposal of excess material 14 m. Placement and compaction of backfill 15 n. Clean-up 16 o. Surface restoration associated with blow-off valve manhole and piping 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 19 1.5 SUBMITTALS 20 A. All submittals shall be in accordance with Section 0133 00. 21 B. All submittals shall be approved by the City prior to delivery. 22 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 23 A. Product Data 24 1. Precast Concrete Manhole 25 2. Piping 26 3. Isolation Valves 27 4. Frame and Cover 28 5. Concrete mix design for gate valve bases 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE [NOT USED] 32 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 33 1.11 FIELD [SITE] CONDITIONS [NOT USED] 34 1.12 WARRANTY 35 A. Manufacturer Warranty 36 1. Manufacturer's warranty shall be in accordance with Division 1. CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT t STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projccl No.02693 Revised June 19,2013 331260-3 STANDARD BLOW-OFF ASSEMBLY ADDENDUM 6 Page 3 of 4 1 PART 2- PRODUCTS 2 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 3 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 4 A. Materials 5 1. Cast-in-Place or Precast Concrete Manholes —Conform to Sections 33 39 10 or 33 6 3920 7 2. Gate Valves—Conform to Section 33 12 20 8 3. Ductile Iron Pipe—Conform to Section 33 11 10 9 4. Ductile Iron Fittings—Conform to Section 33 11 11 10 5. Hinged Frame and Cover—Conform to Section 33 05 13 11 6. Concrete Mix Design—Conform to Section 03 30 00 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 17 A. Evaluation and Assessment 18 1. Verify lines and grades are in accordance to the Drawings. 19 3.3 PREPARATION [NOT USED] 20 3.4 INSTALLATION 21 A. Install blow-off assembly in accordance with respective manufacturer's 22 recommendations. 23 B. Pipe Penetrations 24 1. Conform to Section 03 80 00. CITY OF FORT WORTH 2014 CIP,YEAR 3 W CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,02693 Revised June 19,2013 331260-4 STANDARD BLOW-OFF ASSEMBLY ADDENDUM Page 4 of 4 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 2014 CP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised June 19,2013 ADDENDUM 6 APPENDIX GC-4.01 Availability of Lands NONE GC-4.02 Subsurface and Physical Conditions REPORTS OF TEST HOLE AND PLASTICITY INDEX ® Olive Place ® Tex Boulevard e Marys Lane 6 Garland Avenue o Malvey Avenue ® Locke Avenue ® Halloran Street O Calmont Avenue(LandTec Engineers) GC-4.04 Underground Facilities S.U.E. QL"B" Plans Atmos Energy Clearance Email GC-4.06 Hazardous Environmental Condition at Site NONE GC-6.06.D Minority and Women Owned Business Enterprise Compliance O MBE Special Instructions for Offerors o MBE Subcontractors/Suppliers Utilization Form o MBE Prime Contractor Waiver Form o MBE Good Faith Effort Form • MBE Joint Venture Eligibility Form GC-6.07 Wage Rates • 2013 PREVAILING WAGE RATES(HEAVY AND HIGHWAY CONSTRUCTION PROJECTS) GC-6.09 Permits and Utilities NONE GC-6.24 Nondiscrimination NONE GR-01 60 00 Product Requirements e CITY OF FORT WORTH WATER DEPARTMENT'S STANDARD PRODUCT LIST ® CITY OF FORT WORTH CITY-WIDE STANDARD PRODUCT LIST CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 GC-4.02 Subsurface and Physical Conditions REPORTS OF TEST HOLE AND PLASTICITY INDEX • Olive Place • Tex Boulevard • Marys Lane • Garland Avenue • Malvey Avenue • Locke Avenue • Halloran Street CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 7473 Airport Freeway Ft.Wonh,Tx, 76118 i I �^^l«^°°Fl l^�^•°ll^4 Tel.(817)589-9933; Fax(817)590-4433 F 'I calnnbn Masrlal LI � T°.14ig 6'Incpgcpan SrNlco 2211 Century Center Blvd.Suite 101 hying,Tx. 75062 I�d Tel.(972)573-6083; Fax(972)573-6088 REPORT OF TEST HOLE AND PLASTLOTXINDEX Project No.: 161424F-SS Report No: 160923046 Project: City Streets Forencic Phase 2 Water&Sanitary Sewer Contract 2016,WSM-A Client: City of Fort Worth Report Date: 10/08/16 Contact: Zelalem Arega Technician: Shane Breen Street: Garland Ave.. Test No. 1 Location: 6559 Garland Ave. HMAC: 7.00 " Base: 21.00 " Brown&tan clay w/gravel Atterberg Limits: LL 46 PI 25 Shrinkage: Munsell Color Chart: Subgrade: Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: Test No. 2 Location: Garland Ave @ Olive PI HMAC: 7.25 " Base: 8.00 " Tan sandy clay Atterberg Limits: LL 33 PI 14 Shrinkage: Munsell Color Chart: Subgrade: 1.0+ it Dark brown clay Atterberg Limits: LL 71 PI 34 Shrinkage: Munsell Color Chart: Vest No. 3 ocation: 6750 Garland Ave. HMAC: 2.00 " Base: 8.00 " Treated base Atterberg Limits: LL 26 PI 6 Shrinkage: Munsell Color Chart: Subgrade: 11+ 11 Brown sandy clay w/gravel Atterberg Limits: LL 32 PI 16 Shrinkage: Munsell Color Chart: Test No. 4 Location: Garland Ave.@ Tex Blvd. HMAc: 7.00 " Base: 21.00 " Brown&tan clay w/gravel Atterberg Limits: LL 33 PI 17 Shrinkage: Munsell Color Chart: Subgrade: " Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: Page 1 of 2 7473 Airport Freeway F1, Worth,Tx. 76118 L > e4+���+� Tel.MI 7)589-9933; Fax(817).590-443.3 S I .V"'Anbn r..... i r._ n.anv 4 nr.•uicri arvk.+ 2211 Century Center Blvd.Suite 101 Irving,Tx. 75062 iA Tel.(972)573-6083, Fax(972)573-6088 REEPORIC OE JEST ROLE AND PLASTICITY IN EX Project No.: 161424F-SS Report No: 160923046 Project: City Streets Forencic Phase 2 Water&Sanitary Server Contract 2016,WSM-A Client: City of Fort Worth Report Date: 10108116 Contact: Zelalem Arega Technician: Shane Breen Test No. 5 Location: Garland Ave.@ Mary Lane IEWAC: 2.40 " Base: 7.50 " Dark brown sanely clay Atterberg Limits: LL 33 PI 18 Shrinkage: Munsell Color Chart, Subgrade: 11.5+ Dark brown clay Atterberg Limits: LL 71 P1 34 Shrinkage: Munsell Color Chart: Test No. Location: HMAC: Base: " Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: Subgrade: " Atterberg Limits: LL Pi Shrinkage: Munsell Color Chart: Test No. Location: IIMAC: " Base: " Atterberg Limits: LL P1 Shrinkage: Munsell Color Chart: Subgrade: Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: Test No. Location: Respectfully Submitted, Note:This report is for the exclusive use of the Client addressed. T.SMITH INSPECTION&TESTING,LLC This report may not be reproduced except in its entirety,without the written consent ofTSIT. Results apply only to above tests. Texas Firm Registration No.:F5278 � Terfy L.Smith,CEO Page 2 of 2 7473 Airport Freeway Ft.Worth,Tx. 76118 Oenle<hnlcal Lnp,.m.nq Tel.(817)589-9933; Fax(817)590-4433 PI[9Pf,11100 MIIvrIPI ' � �Mu,iAln,lµlorSv.Wul s 2311 Century Center B1vd.Suite 101 Irving,Tx, 75062 TeL(972)573-6083; Fax(972)573-6088 REPORT OF TEST HOLE AND PLASTICITY INDEX Project No.: 161424F-SS Report No: 160923046 Project: City Streets Forencic Phase 2 Water&Sanitary Sewer Contract 2016,WSM-A Client: City of Fort Worth Report Date: 10/08/16 Contact: Zelalem Arega Technician: Shane Breen Street: Mary Lane Test No. 1 Location: 3205 Mary Lane B MAC: 2.48 " Base: 7.50 " Tan sandy clay w/gravel Atterberg Limits: LL 43 PI 5 Shrinkage: Munsell Color Chart: Subgrade: 11.5->+ " Tan&brown sandy clay w/gravel Atterberg Limits: LL 41 PI I3 Shrinkage: Munsell Color Chart: Test No. 2 Location: 3250 Mary Lane HMMAC: 2.10 " Base: 6.50 " Tannish brown sandy clay w/gravel Atterberg Limits: LL 46 PI 13 Shrinkage: Munsell Color Chart: Subgrade: 10.5+ Brown sandy clay Atterberg Limits: LL 44 P1 18 Shrinkage: Munsell Color Chart: Test No. 3 Location: 3270 Mary Lane IEVIAC: 1.70 " Base: 10.00 " Treated base/4r0"Tan sandy clay Atterberg Limits: LL 40 PI 16 Shrinkage: Munsell Color Chart: Subgrade: 8.0+ to Dark brown clay Atterberg Limits: LL 69 PI 38 Shrinkage: Munsell Color Chart: Respectfully Submitted, Now This report is for the exclusive use of the Client addressed. T.SMITH INSPECTION&TESTING,LLC This report may not be reproduced except in its entirety,without the written consent of TSIT. Results apply only to above tests. Texas Firm Registration No.:F527$ Tepty L.Smith,CEO Page 1 of 1 { 7473 airport Freeway Ft. Worth,Tx. 76118 Tel.(817)589-99,33; Fax(817)590-4433 2211 Century Center Blvd Suite 101 Irving,Tx. 75062 Tel.(972)573-.6083, Fax(972)573-6088 REPORT OF TEST HOLEAND PLASTICITY JKM Project No.: 161424F-$S Report No: 160923046 Project: City Streets Forensic Phase 2.Water&Sanitary Sewer Contract 2016,WSM A Client: City of Fort Worth Report Date: 10/08/16 Contact: Zelalem Arega Technician: Shane Breen Street: Tex Boulevard Test No. I Location: 2800 Tex HMAC: 2.00 " Base: 7.00 " Light brown sandy clay w/gravel Atterberg Limits: LL 27 PI 14 Shrinkage: Munsell Color Chart: Subgrade: 12+ it Dark brown clay Atterberg Limits: LL 58 PI 34 Shrinkage: Munsell Color Chart: Test No. 2 Location: 2816 Tex HMAC: 3.75 " Base: 8.00 " Treated light brown sandy clay. Atterberg Limits: LL 34 PI 10 Shrinkage: Munsell Color Chart: Subgrade: 11.5+ if Dark brown clay Atterberg Limits: LL 58 PI 34 Shrinkage: Munsell Color Chart: Test No. 3 Location: 2912 Tex HMAC: 1.50 " Base: .2.75 " Recycle base Atterberg Limits: LL 28 PI 4 Shrinkage: Munsell Color Chart: Subgrade: 14+ rl Light brown sandy clay rev/gravel Atterberg Limits: LL 27 PI 13 Shrinkage: Munsell Color Chart: Vest No. 4 oca#ion: 30.00 Tex HMAC: 1.75 " Base: 7.50 " Tan sandy clay Atterberg Limits: LL 35 PI 19 Shrinkage: Munsell Calor Chart: Subgrade: 13+ It Dark brown clay Atterberg Limits: LL 58 PI 34 Shrinkage: Munsell Color Chart: Page 1 of 4 7473 Airport Freeway Ft. Worth,Tx. 76118 ^k^ n9nw.nny Tel.(817)589-9933, Fax(817)590-4433 b[on.lu,tlon MaN.lal hHny b(n.00clen S.Na.. 2211 Century Center Blvd Suite 101 Irving.Tx. 75062 Tel.(972)573-6083; Fax(972)573-6088 REPORT OF TEST HOLE AND PLASTICITY INDEX Project No.: 161424F-SS Report No: 160923046 Project: City Streets Forencic Phase 2 Water&Sanitary Sewer Contract 2016,WSM A Client: City of Fort Worth Report Date: 10/08/16 Contact: ZelalemArega Technician.: Shane Breen Test No. 5 Location: 3028 Tex UMC: 1.75 " Base: 7.00 " Tan sandy clay Atterberg Limits: LL 32 PI 10 Shrinkage: Munsell Color Chart: Subgrade: 11.5+ Dark brown clay Atterberg Limits: LL 58 PI 34 Shrinkage: Munsell Color Chart: Test No. 6 Location: 3027 Tex FU14AC: 1.66 " Base, 6.50 " Tan sandy clay Atterberg Limits: LL 25 PI 12 Shrinkage: Munsell Color Chart: Subgrade: 10.5+ Dark brown clay Atterberg Limits: LL 58 PI 34 Shrinkage: Munsell Color Chart: Vest No; 7 ocation: 3100 Tex HMAC: 2.12 " Base: 7.50 " Tan sandy clay Atterberg Limits: LL 20 PI 7 Shrinkage: Munsell Color Chart: Subgrade: 11+ Dark brown clay Atterberg Limits: LL 58 PI 34 Shrinkage: Munsell Color Chart: Test No. 8 Location: 3133 Tex HMAC: 1.35 " Base: 8.50 " Dark brown&tan sandy clay Atterberg Limits: LL 20 P1 8 Shrinkage: Munsell Color Chart: Subgrade: 12+ " Dark brown clay Atterberg Limits: LL 58 PI 34 Shrinkage: Munsell Color Chart: Page 2 of 4 k 7473 Airport Freeivay Ft. Worth,Tx. 76118 ^.<"; [^�' Tel.(817)589-9933; Fax(817)590-4433 [� I L in,nr[uw,Lriw[•[ f 2211 Century Center Blvd Ruite 101 Irving,Tx, 75062 TeL(972)573-6083; Fax(972)573-6088 REPORT OF TEST HOLE AND PLASTICITY INDEX Project No.: 161424F-SS Report No: 160923046 Project: City Streets Forencic Phase 2 Water&Sanitary Sewer Contract 2016,WSM-A Client: City of Fort Worth Report Date: 10/08/16 Contact: Zelalem Arega Technician: Shane Breen Test No. 9 Location: 3160 Tex HMAC: 2.2511 Base: 8.00 " Tan sandy clay Atterberg Limits: LL 21 P1 8 Shrinkage: Munsell Color Chart: Subgrade: 11.5+ " Dark brown clay Atterberg Limits: LL 58 PI 34 Shrinkage: Munsell Color Chart: Vest No. 10 ocation: 3216 Tex HMAC: 1.40 " Base: 7.25 " Dark brown sandy clay w/gravel Atterberg Limits: LL 32 PI 17 Shrinkage: Munsell Color Chart: Subgrade: 12+ 1p Dark brown clay Atterberg Limits: LL 58 PI 34 Shrinkage: Munsell Color Chart: VTest No. 11 ocation: 3250 Tex HMAC: 2.25 " Base: 7.00 " Tan sandy clay Atterberg Limits: LL 21 PI 8 Shrinkage: Munsell Coloir Chart: Subgrade: 9 " Brown sandy clay w/gravel Atterberg Limits: LL 31 PI 14 Shrinkage: Munsell Color Chart: VTocation: est.No. 12.3263 Tex HMAC: 2.18 " Base: S.00 " Brown sandy clay w/gravel Atterberg Limits: LL 34 PI 21 Shrinkage: Munsell Color Chart: Subgrade: 12+ " Dark brown clay Atterberg Limits: LL 58 PI 24 Shrinkage: Munsell Color Chart: Page 3 of 4 7473 Airport Freetpay Ft.Wortk,Tx. 76118 Tel,(817)589-9933; Fax(817)590-4433 �J n con+w.run rnauuar 2211 Century Center Blvdd,Suite 101 Irving,7k 75062 Tel.(972)573-6083; Fax(972)573-6088 RETORT OF TEST HOLE AND PLASTICITY INDEX Project No.: 161424F-SS Report No: 160923046 Project: City Streets Forencic Phase 2 Water&Sanitary Sewer Contract 2016,WSM-A Client: City of Fort Worth Report Date: 10/08/16 Contact: Zelalem Arega Technician: Shane Breen Test No. 13 Location: 19MAC: " Base: Atterberg Limits: LL P1 Shrinkage: Munsell Color Chart: Subgrade: " Atterberg Limits: LL Pl Shrinkage: Munsell Color Chart: Test No. 14 Location: HMAC: „ Base: " Atterberg Limits: LL P1 Shrinkage: Munsell Color Chart: Subgrade: Atterberg Limits: LL Pl Shrinkage: Munsell Color Chart: Respectfully Submitted, Note:This report is for the exclusive nse of the Client addressed. T,SMITH INSPECTION&TESTING,LLC This report may not be.reproduced exeept in its entirety,wilhout the written consent o£TSIT. Results apply only to above tests. Texas Firm Registration No.;F5278 Terry L.Smith,CEO Page 4 of 4 4 t 7473 Airport FreeaPay FL Worth,rx. 76118 Tel(817)589-9933, Fax(817)590-4433 `f w_� �I T L�a co^rt^rno^rn•t..iu h.ttti4 L fn,prrtbtt SrtNrr. L ,s� 2211 Century Center BW.Suite 101 Irving,Tx. 75062 Tel(972)573-6083, Fax(972)573-6088 -RE-PORT OF TEST HOLE AND PLASTICITY INDEX Project No.: 161424P-SS Report No: 160923046 Project: City Streets l:orencic Phase 2 Water&Sanitary Sewer Contract.2016,WSM-A Client: City of port Worth Report Date: 10/08/16 Contact: Zelalem Arega Technician: Shane Been Street: Olive PL Test No. I Location: 3104 OIive PL. HMAC: 2.00 " Base: 28.00 " Tan sandy clay w/gravel Atterberg Limits: LL 37 PI 13 Shrinkage: Munsell Color Chart: Subgrade: " Atterberg Limits: LL PI Shrinkage.- Munsell hrinkage:Munsell Color Chart: Test No. 2 Location: 3149 Olive PL. BMAC: 2.25 " Base: 8..00 " Treated base Atterberg Limits: LL 28 PI 8 Shrinkage: Munsell Color Chart: Subgrade: 10+ Dark brown clay Atterberg Limits: LL 54 PI 32 Shrinkage: Munsell Color Chart: Test No. 3 Location: 3200. Olive PI. HMAC: 2.02 " Base: 7.50 " Tan sandy clay w/gravel Atterberg Limits: LL 38 PI 21 Shrinkage: Munsell Color Chart: Subgrade: 10+ it Dark brown clay Atterberg Limits: LL 54 PI 32 Shrinkage: Munsell Color Chart: V est No. 4 ocation: 323301ive PL. _ HMAC: --- 2.00 " Base: 7.50 " Recycle asphalt w/tan sandy clay Atterberg Limits: LL 32 PI 16 Shrinkage: Munsell Color Chart: Subgrade: 9.0+ It Dark brown&tan sandy clay w/gravel Atterberg Limits: LL 34 PI 18 Shrinkage: Munsell Color Chart: Page 1 of 2 7473 Airport Freemay Ft.Worth,Tx. 76118 Tel.(817)589-9933, Fax(817)590-4433 55 �TA�a 2111 Century Center Blvd.Suite 101 Irving,Tx. 75062 TeL(972)573-6083; Fax(972)573-6088 REPORT OF TEST HOLE AND PLASTICITY MIDWX Project No.: 161424F-SS Report No: 160923046 Project: City Streets Forencic Phase 2 Water&Sanitary Sewer Contract 2016,WSM-A Client: City of Fort Worth Report Date: 10/08/16 Contact: ZelaIem Arega Technician: Shane Been Test No. Location: HMAC: Base: „ Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: Subgrade: Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: Vest No. ocda,►ti/o�+n: UWAC: Fr Base: " Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: Subgrade: " Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: RespectUly Submitted, Note:This report is for the exclusive use of Ilia Client addressed. T.SMITH INSPECTION&TESTING,LLC This report may not be reproduced except in its entirety,wip,out the written consent ofTSIT. Results apply only to above tests. Texas Firm Registration No.:F5278 Terry L.Smith,CEO Page 2 of 2 City of Fort Worth 1�0 r yo 1�y ® Capital Delivery Division/Soil Lab Phone: 817-392-7920 5000 Martin Luther King Fwy Fort Worth,TX 76119 Laboratory Test Results for A Street Coring Project March 22,2018 Project: 2014 CIP YR3 Contract 1 CPN#02693 Date Tested: 311118-3/10/18 This report presents the results of a street coring project for 2014 CIP YR3 Contract 1. Mr. Uday Bangale performed the cores, and subgrade lab tests. Mr. Zelalem Arega reviewed and approved the results. Elizabeth Flare - Olive Plare to Tex Blvd. HOLE# 1 - - - - -- ---- - -- - --- - — -.� LOCATION: 80' E of Tex Blvd N/4 7.75" HMAC 4.25"Brownish Yellow Sandy Clay w/gravel 5.50"Pale Brown Sandy Clay w/gavel ATTERBURG LIMITS: LL:32.4 PL:15.70 PI:16.70 SHRKG: 8% HOLE#2 LOCATION: 32' W of Olive P1 S/4 8.50" HMAC 6.50"Brown Sandy Clay w/gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: Curzon Ave I,ack[and ltd 1*0 S appin gton P1Ace HOLE#3 LOCATION: 45' E of Sappington PI N/4 7.75" HMAC 8.25" Pale Brown Sandy Clay w/gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: Page I of 5 19 V,D V-', City of Fort Worth Capital Delivery Division/Soil Lab Phone: 817-392-7920 5000 Martin Luther King Fwy ' Fort Worth,TX 76119 HOLE#4 LOCATION: 46' W of Lackland Rd S/4 7.75"HMAC 10.50"Pale Brown Sandy Clay w/gravel ATTERBURG LIMITS: LL:31.40 PL: 18.40 PI: 13.00 SHRKG: 6 % C'unton Ave _ Sappington PI to Olive P1 _ - - HOLE#5 LOCATION: 6712 Curzon Ave N/4 8.00" HMAC 5.00" Brown sandy Clay w/gravel 4.00"Pale Brown Sandy Clay w/gravel ATTERBURG LIMITS: LL:30.90 PL:14.10 PI:16.80 SHRKG: 9% Curzon Arse Olive Place reg _a v's Lane HOLE#6 LOCATION: 44' W of Mary's lane N/4 2.50" HMAC 5.50"Brown Sandy Clay w/gravel 4.00"Gray clay w/gravel 6.50"Brown Sandy Clay w/gravel ATTERBURG LIMITS: LL:49.80 PL: 20.80 PI: 29.00 SHRKG: 16 % HOLE#7 LOCATION: 46'E of Tex Blvd S/4 1.75"HMAC 7.50" Brown Sandy Clay w/gravel 5.50"Brown Sandy Clay w/gravel and stone ATTERBURG LIMITS: LL:30.7 PL:15.20 P1:15.50 SHRKG: 8% HOLE#8 LOCATION: 165' W of Tex Blvd N/4 2.75"HMAC 6.75" Gray Sand Cly w/ avel Page 2 of 5 City of Fort Worth Capital Delivery Division/Soil Lab Phone: 817-392-7920 _ -= 5040 Martin Luther King Fwy Fort Worth,TX 76119 8.00" Pale Brown Gray Sandy Clay w/gravel and stone ATTERBURG LIMITS: LL:26.60 PL:17.91 PI:8.69 SHRKG: 6% HOLE#9 LOCATION: 20' W of Olive Place S/4 2.00" HMAC 10.50" Gray Sandy Clay w/gravel 4.50" Pale Brown Sandy Clay ATTERBURG LIMITS: LL:31.90 PL:14.70 PI:17.20 SHRKG: 9% -- -- —- - -- Cterzoii Ave Bi �lvd to Ed c�ill Ind HOLE# 10 LOCATION: 30' W of Edgehill Rd N/4 4.50" HMAC 5.50" Brownish Yellow Sandy Clay w/gravel 6.00" Pale Brown Sandy Clay w/gravel ATTERBURG LIMITS: LL:25.40 PL:15.10 PI:10.30 SHRKG: 6% HOLE# 11 LOCATION: 15' E of Bigham Blvd S/4 3.50"HMAC 6.50" Brownish Gray Sandy Clay w/gravel 7.00" Brownish Gray Clay w/gravel ATTERBURG LIMITS: LL:35.00 PL:17.30 PI:17.70 SHRKG: 8% _ Locke Ave Sappirigton P1 in Olive P1 HOLE# 12 LOCATION: 45' E of Olive PI NA 0.75" HMAC 11.25" Brown Sandy Clay w/gravel and stone 4.00"Brownish Gray Sandy Clay w/gravel and stone ATTERBURG LIMITS: LL:31.70 PL:17.10 PI:14.60 SHRKG: 8% HOLE# 13 LOCATION: 34' W of Sappington P1 S/4 Page 3 of 5 City of Fort Worth !l]�o Capital Delivery Division/Soil Lab Phone: 817-392-7920 5000 Martin Luther King Fwy Fort Worth,TX 76119 3.00" HMAC 10.00"Brown Sand W Gravel and Stone ATTERBURG LIMITS: LL:N/P PL: NIP PI: NIP SHRKG:NIP _ Clarnont Ave Tex Blvd Io Ri han! Blvd HOLE# 14 LOCATION: 6563 Cahnont Ave S/4 2.25" HMAC 8.75"Brownish Yellow Sandy Clay w/gravel and asphalt 6.50"Light Yellowish Brown Clay ATTERBURG LIMITS: LL:41.10 PL:21.50 PI:23.60 SHRKG: 11% HOLE# t5 LOCATION: 6551 Calmont Ave N/4 3.75"HMAC 9.25"Brown Sandy Clay w/gravel and asphalt 7.00"Pale Brown Clay w/gravel ATTERBURG LIMITS: LL:45.30 PL:20.90 PI:24.40 SHRKG: 13% HOLE# 16 LOCATION: 6509 Cahnont Ave N/4 3.00"HMAC 10.00"Brown Sandy Clay w/gravel and asphalt 4.00"Light Gray Clay w/gravel ATTERBURG LIMITS: LL:34.60 PL:18.00 PI:16.60 SHRKG: 9% Garland Ave Sappington P1 in Blgham Blvd _ HOLE# 17 LOCATION: 142 E of Sappington PI S/4 7.50" HMAC 4.50"Brown Sand w/gravel 3.00"Brown Sandy Clay w/gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: _ HOLE# 18 LOCATION: 31' E of Olive Pl NA Page 4 of 5 City of Fort Worth W R 7 H® Capital Delivery Division/SoiI Lab Phone: 817-392-7920 5000 Martin Luther King Fwy S Fort Worth,TX 76119 1.50"HMAC 14.50" Very Pale Brown Sandy Clay w/gravel ATTERBURG LIMITS: LL:2798 PL:I 5.14PI:12.84 SHRKG: 8% HOLE# 19 LOCATION: 100' W of Tex Blvd S/4 1.75"HMAC 16.25"Pale Brown Sandy Clay w/gravel ATTERBURG LIMITS: LL:26.96 PL:14.57 PI:12.39 SHRKG: 7% HOLE#20 LOCATION: 6559 Garland Ave N/4 7.00" HMAC 5.00"Brown Sandy Clay w/gravel 6.50"Brown Clay ATTERBURG LIMITS: LL:62.20 PL:28.00 PI:34.20 SHRKG: 18% HOLE#21 LOCATION: 25'W of Mary's Lane S/4 2.50"HMAC 5.50"Brown Sandy Clay w/gravel and asphalt 6.00"Gravel and Stone ATTERBURG LIMITS: LL: PL: PI: SHRKG: HOLE#22 LOCATION: 85' W of Bigham Blvd N/4 2.75" "MAC 8.25"Brown Sandy Clay w/gravel and asphalt 6.00"Yellow Sandy Clay w/gravel ATTERBURG LIMITS: LL:33.00 PL:15.60 PI:17.40 SHRKG: 8% Page 5 of 5 w.of 7473 Airport Freeivay Ft. Worth,Tx 76118 {ftI{tIII aro a k�,n Kor,n Tel,(817)589-9933 Fax(817)590-4433 �� YJ�onuruetiwn Mxerlil 1 A liy it IWiPpX'rltk. 2211 Century Center Blvd Suite 101 Irving,Tx. 75062 Tel(972)573-6083, Fax(972)573-6088 REPORT OF TEST HOLE AND PLASTICITY INDEX Project Na.: 161424F-SS Report No: 160923046 Project: City Streets Forencic Phase 2 Water&Sanitary Sewer Contract 2016,WSM-A Client: City of Fort Worth Report Date: 10/08/16 Contact: Zelatem Arega Technician: Shane Breen Street: Halloran Street Test No. 1 Location: 5730 Holloran HMA0 1.05 " Base: 6.50 " Tan&brown sandy clay w/gravel Atterberg Limits: LL 29 PI 15 Shrinkage: Munsell Color Chart: Subgrade: 10.5+ Gray,tan&brown clay w/gravel Atterberg Limits: LL 44 PI 25 Shrinkage: Munsell Color Chart: Test No. 2 Location: 5801 Holloran Street UXAC: 0.89 " Base: 6.50 " Tan sandy clay w/gravel Atterberg Limits: LL 28 PI 8 Shrinkage: Munsell Color Chart: Subgrade: 10+ it Gray,tan&brown clay w/gravel Atterberg Limits: LL 44 PI 25 Shrinkage: Munsell Color Chart: Test No. Location: HIvIAC: " Base: Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: Subgrade: " Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: VTest No. ocation: Respectfully Submitted, Note:This report is for ti,e exclusive use of the Client addressed. T.SMITH INSPECTION&TESTING,LLC This report may not be reproduced except in its entirety,without the written consent o£TS1T. Results apply only to above tests. r _ Texas Firm Registration No..F5278 Terry L.Smith,CEO Page 1&1 7473 Airport Freeway Ft.Worth,Tx 76118 I . Tel.(817)589-9933; Far(817)590-4433 2211 Century Center Blvd.Suite 1011rving,Tx. 75062 k Tel.(972)573-6-063; Fax(972)573-6088 REPORT OF TEST HOLE AND PLASTIC=NDEX Protect No.: 161424F-SS Report No: 160923046 Project: City Streets Forencic Phase 2 Water&Sanitary Sewer Contract 2016,WSM-A Client: City of Fort Worth Report Date: 10/08/16 Contact: Zelalem Arega Technician: Shane Breen Street: Locke Ave. Test No. 1 Location: 5.800 Locke LMAC: 2.37 " Base: 7.50 " Brown sandy clay w/gravel Atterberg Limits: LL 30 PI 16 Shrinkage: Munsell Color Chart: Subgrade: 10+ Brown sandy clay Atterberg Limits: LL 40 PI 20 Shrinkage: Munsell Color Chart: Test No.. 2 Location: 5837 Locke HMAC: 2.00 " Base: 7.00 " Gray base Atterberg Limits: LL 30 PI 14 Shrinkage: Munsell Color Chart: Subgrade: 11.5+ Dark brown clay Atterberg Limits: LL 81 PI 51 Shrinkage: Munsell Color Chart: Vest No. 3 ocation: 5900 Locke HMAC: 3.06 " Base: 14.0+ Reddish brown clay w/gravel Atterberg Limits: LL 44 PI 28 Shrinkage: Munsell Color Chart: Subgrade: " Atterberg Limits: LL PI Shrinkage: Munsell Color Chant: Test No. 4 Location: 5837 Locke Ave IIMC: 1.02 " Base: 6.00 " Gray base Atterberg Limits: LL 26 PI 12 Shrinkage: Munsell Color Chart: Subgrade: 11 " Tan sandy clay w/gravel Atterberg Limits: LL 36 PI 21 Shrinkage: Munsell Color Chart: Page 1 of 2 7473 Airport Freetvay Ft.Worth,Tx. 76118 --���{{{ n Tel.(817)589-9933; Fax(817)590-4433 � gttflxtlfm fnpxHnnn 11 f:gmxufbn MntaAal T�U4g 6lnfpefVa,3�ivlwf 2211 Century Center Blvd.Suite 161 Irving,Tx. 75062 ...:, Tel.(972)573-6083; Fax(972)573-6088 REPORT OF TEST HOLE AND PLASTICITY INDEX Project No.: 161424F-SS Report No: 160923046 Project: City Streets ForenciC Phase 2 Water&Sanitary Sewer Contract 2016,WSM A Client: City of Fort Worth Report pate: 10/08/16 Contact- Zetalem Arega Technician: Shane Breen Test No. 5 Location: HMAC: 1, Base: it Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: Subgrade: „ Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: Test No. Location: BNUC: ,I Base: Atterberg Limits: Ll_, PI Shrinkage: Munsell Color Chart: Slubgrade: " Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: Respectfully Submitted, Note:This report is for the exclusive use of the Client addressed. T.SMITH INSPECTION&TESTING,LLC This report may not be reproduced except in its entirety,without the written consent of TSET. Resulls apply only to above tests. Texas Firm Registration No.:F5278 T Smith,CEO Page 2 of.2 7473 Airport Freeway F1. Worth,Tx. 76118 TSI Tel.(817)589-9933; Fax(817)590-4433 221.1 Century Center Blvd Suite 101 Irving,Tx,75062 TeL(972)573.6083; Fox(972)573-6088 REPORT OF TEST_HOTIEAND PLASTICITY INDIX Project No.: 161424F-SS Report No: 160923046 Project: City Streets Forencic Phase 2 Water&Sanitary Sewer Contract 2016,WSM-A Client: City of Fort Worth Report Date: 10/08/16 Contact: Zelalem Arega Technician: Shane Breen Street: Malvey Ave.. Test No. 1 Location- 5800 Malvey Ave HMAC: 1.48 " Base: 7.50 " Tan sandy clay w/gravel Atterberg Limits: LL 25 PI 9 Shrinkage: Munsell Color Chart: Subgrade: 12.0+ Brown clay w/limestone Atterberg Limits: LL 43 PI 21 Shrinkage: Munsell Color Chart: Test No. 2 Location: 5837 Malvey Ave HMAQ 1.31 " Base: 6.50 " Gray base Atterberg Limits: LL 24 PI 10 Shrinkage: Munsell Color Chart: Subgrade: 11.5+ It Dark brown clay Atterberg Limits: LL 64 PI 35 Shrinkage: Munsell Color Chart: Test No. 3 Location: 5904 Malver Ave HMAC: 1.43 " Base: 8.50 " Gray sandy clay w/limestone Atterberg Limits: LL 26 PI 12 Shrinkage: Munsell Color Chart: Subgrade; 10.5+ " Tan sandy clay w/gravel Atterberg Limits: LL 39 PI 13 Shrinkage: Munsell Color Chart: VTest No. 4 ocation: 5837 Locke Ave HMAC: 1.02 " Base: 6.00 " Gray base Atterberg Limits: LL 26 PI 12 Shrinkage: Munsell Color Chart: Subgrade: 11. " Tan sandy clay w/gravel Atterberg Limits: LL 36 PI 21 Shrinkage: Munsell Color Chart: Page 1 of 2 7473 Airport Freeway Ft.Worth,Tip 76118 TeL(817)589-9933; Fax(817)590-4433 • �-' � [oast,i Jion Mal iia! 221.1 Century Center Blvd Suite 101 Irving,Tx. 75062 Tel.(972)573-6083; Fax(972)573-6088 REPORT OF TEST HOLE AND MASUCITY INDEX Project No.: I61424F-SS Report No: 160923046 Project: City Streets Forencic Phase 2 Water&Sanitary Sewer Contract 2016,WSM A Client: City of Fort Worth Report Date: 10/08/16 Contact: Zelalem Arega Technician: Shane Breen Test No. 5 Location: HMAC: " Rase: Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: Subgrade: " Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: Vocation- ;HMAC: est No. Base: " Atterberg Limits; LL PI Shrinkage: Munsell Color Chart: Subgrade: " Atterberg Limits: LL PI Shrinkage: Munsell Color Chart: Respectfully Submitted, idote:This report is for die exclusive use of the Client addressed. T.SMITH INSPECTION&TESTING,LLC This report may not be reproduced except in ifs entirety,without the tivritten consent orTSIT. Results apply only to above tests. Texas Firm Registration No.:F5278 Terry L.Smith,CEO Page 2 of 2 Geotechnical €s Environmental Engineering Construction Materials Testing v Caboratorg Testing FlEnpineers September 5, 2017 Project No. 2691 City of Fort Worth Transportation and Public Works Capital Delivery Division/Soil Lab 5000 Martin Luther King Fwy Fort Worth, Texas 76119 RE: Geotechnical Engineering Exploration Report Calmont Avenue e Tex Boulevard to Bigham Boulevard Fort Worth, Texas This report transmits the findings of our field exploration and tests for the City of Fort Worth Water Department Calmont Avenue water line project. The borings were made at the desired locations indicated on an aerial view of Calmont Avenue between Tex Boulevard and Bigham Boulevard, sent to LandTec Engineers August 24, 2018 via email. Calmont Avenue is an existing two lane asphalt street with concrete curb and gutter along the south side and without a curb along the north side. This section of Calmont has an elevated water tank, open space, trees and Interstate 30 along the north side of the street and is residential along the south side. SCOPE OF SERVICES The scope of services requested by the City of Fort Worth included the following. ■ Depth of borehole is 12' max. below roadway or until material refusal. • Indicate existing pavement thickness and layer types when applicable. • Indicate groundwater levels or seepage upon completion of drilling for each borehole. If the hole is dry, indicate such in the report. ® Report Moisture content, LL, PL, PI, and -200 gradation for every major change in soil strata. LANDTr=C GNGINGERS.LLC 1700 Robert Road,Suite 101 Mansfield,Texas 76063 817.572.2818 Arlington I Fort Worth t Mansfield I The Colony ■ Classify the soil and rock according to the Unified Soil Classification System (USCS). ■ Sulfate test report for the top 0' —2' soil layer for each borehole. ■ Summary of the main geologic formations within the project limits, including location and limits of organic matter. FIELD EXPLORATION Subsurface materials were explored on August 31, 2018 by three (3) borings drilled to 12 feet below existing top of pavement grade at the approximate locations shown on the Plan of Borings in Appendix A. The boring logs and a key to terms and descriptions on the logs are provided in Appendix A. Soil descriptions on the boring logs are a compilation of field log data as well as from laboratory testing of samples. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. The boring logs presented in this report represent the engineer's interpretation of the field logs, visual observation of the samples as well as results of laboratory tests. Relatively undisturbed samples of cohesive soils encountered in the borings were obtained with a Shelby tube sampler. Depths at which these samples were taken, designated "U," are indicated in the "Sample" column of the boring log. Estimates of the consistency of the cohesive soil samples were obtained in the field using a hand penetrometer. The result of a hand penetrometer reading is recorded at a corresponding depth in the "Penetrometer, TSF" column of the boring log. When the capacity of the hand penetrometer is exceeded, the value of 4.5+ is recorded. Some harder materials were evaluated in place by the Texas Department of Transportation (TxDOT) Cone Penetrometer Test. Either the number of blows required to produce 12 inches of penetration, or the inches of penetration due to 100 blows of the hammer are noted on the boring log designated "T" in the "Penetration Resistance" column. Observations were made in the borings for shallow subsurface seepage after completion of the boring. Seepage was not observed in the borings drilled on August 31, 2018. The information is noted on the respective logs. Water level observations refer only to those observed at the times and places indicated, and can vary with time, geologic condition, construction activity, rainfall and other factors. Typical drilling and sampling work performed on August 31, 2098 proceeded as follows. ■ Drill and measure thickness of the asphalt pavement. IAIYDTCC ENGI CERS 2691 Calmont Avenue-FWT-Geot-5ept2018.docx 2 ■ Drill and measure thickness of the underlying base material. Obtain Shelby tube samples of soil below the base material. ■ Auger drill into the slightly weathered to weathered limestone with interbedded soil layers, perform Texas Cone Penetrometer(TCP)tests and drill to a depth of 12 feet. Observe for seepage if encountered and record depth. Backfill the boring and replace the surface asphalt. LABORATORY TESTING Representative samples of the soils were tested in the geotechnical soils laboratory. Liquid limit and plastic limit tests (Atterberg limits), percent passing No. 200 sieve and moisture contents were performed on soil samples from the borings in order to classify them according to the Unified Soil Classification (USC) System. Soluble Sulfate tests were performed on selected soil samples from the upper two feet of the boring to provide information on the sulfate values within the shallow soils. Results of the laboratory tests including classification and moisture are presented on each respective boring log in Appendix A. A summary of the .laboratory results and tests are provided in Appendix B. Tests were performed in general conformance with ASTM procedures. Tests included the following. ■ Unified Soil Classification (USC) System (ASTM D 2487) • Atterberg limits (liquid and plastic limits) (ASTM D 4318) • Percent passing no. 200 sieve (ASTM D1140) ■ Water content(ASTM D 2216) ■ Soluble Sulfate (Method Tex-145-E). Sulfate tests were not complete at the time of this report submittal. Results will be submitted when available. SUBSURFACE CONDITIONS Area Geology - Review of the Bureau of Economic Geology, Geologic Atlas for Fort Worth, and field observations during drilling indicate the site is located in the Duck Creek 2691 Calmont Avenue-FWT-Geot-Sept2018.doex 3 Formation. In full section the Duck Creek is 30 to over 60 feet thick and dips to the southeast at approximately two degrees. The Duck Creek Formation includes residual soils (clays and calcareous clays) underlain by interbedded seams and layers of limestone and marly clay. The limestone beds are described by geologists as 0.2 to about 2 feet thick and can be indurated (hardened by heat and pressure). Some groundwater is often present along the interface of the limestones and the overlying residual clays. Stratigraphy - The following paragraphs present a general description of the subsurface conditions found in the borings. Boring B-1, drilled on the west end of the project site, encountered 4-inches of asphalt pavement. The asphalt is underlain by 8-inches of sandy and clayey gravel base material. The base material is underlain by stiff reddish brown and tan lean clay (CL) to approximately 2.5 feet. All depths are referenced from top of pavement. Below 2.5 feet, hard tan slightly weathered to weathered limestone with interbedded seams and layers of tan lean clay (CL)were encountered to the completion depth of the boring at 12 feet. Boring B-2, drilled in the mid-part of the project, encountered 4-inches of asphalt pavement. The asphalt is underlain by 9-inches of sandy and clayey gravel base material. The base is underlain by stiff reddish brown and tan lean clay and sandy lean clay (CL) to approximately 4 feet below top of pavement. Below 4 feet, hard tan slightly weathered to weathered limestone with interbedded seams and layers of tan lean clay were encountered to a depth of 10 feet where very stiff tan with gray fat clay (CH) with severely weathered limestone seams was encountered to the completion depth of the boring at 12 feet. Boring 133, drilled on the east end of the project, encountered 3-inches of asphalt pavement. The asphalt is underlain by 9-inches of sandy and clayey gravel base material. The base material is underlain by stiff dark brown and reddish brown fat clay with sand (CH)to approximately 4 feet, followed by stiff tan to light tan clayey sand (SC) with silt and calcareous material to approximately 7.5 feet. Below 7.5 feet, hard tan slightly weathered to weathered limestone with interbedded seams and layers of tan lean clay were encountered to the completion depth of the boring. Additional Descriptions and Observations: The slightly weathered to weathered limestone layers ranged in thickness from approximately 3 or 4 inches to about 12 to 18 inches and consists of hard rock. The interbedded seams and layers to lean clay were of similar thickness and varied in each boring. The interbedded layers of limestone rock and clay are typical of this area of Fort Worth. 1.a4ND'T'EC ENGINEERS 2691 Calmont Avenue-FWT-Geot-Sept2018.docx 4 Seepage was not observed during drilling. The borings were dry throughout the 12 foot depth and the borehole was dry at completion. Organic material was not observed within the 12 foot depth of the three borings. The asphalt pavement appeared to be one layer of fine aggregate surface mix. Materials found below the asphalt consisted of brown sandy and clayey natural gravel base material. - Visually, the gravel is rounded and sub-rounded, dry and compact, natural river gravel. The thickness was generally found to be about 8 to 9 inches. The depth of soil above the limestone rock is anticipated to be quite variable due to the topographic change in elevation along this section of Calmont Avenue. Table 1 presents a general summary of the pavement, base material and underlying soil and rock conditions encountered in the three borings. See also the individual boring logs in Appendix A for specifics. TABLE 1 Summary of Pavement and Subsurface Conditions 1 2 3 4 5 Approx. Approx. Base Boring Asphalt Material 43010W f Ru�kTypes General l_nca#ipn Thickness Thickness 8 #over the Base Comments Reddish brown to tan lean clay to depths of Seepage not 8 inches sandy&clayey approximately 2.5 feet observed and the B'1 4 inches natural gravel base underlain by hard tan boring was dry at material slightly weathered to completion. weathered limestone with Organics were not interbedded seams and observed. layers of tan lean clay. Reddish brown and tan lean clay and sandy lean clay to depths of approximately 4 feet Seepage not 9 inches of sandy& underlain by hard tan observed and the slightly weathered to boring was dry at B�2 4 inches clayey natural gravel weathered limestone with completion. base material interbedded seams and Organics were not layers of tan lean clay to 14 observed. feet where tan w/gray fat clay was encountered to 12 feet. LANDT+E C GINIGINIDERS 2691 Galmont Avenue-FWT-GeotSept2018.docx 5 TABLE 1 Continued I 2 3 4 5 Boring Approx. Approx. Base Soil / RoakTypes General Locations Asphalt Material Below the Base Comments Thickness Thickness Claris brown to reddish brown fat clay with sand to depths of approximately 4 feet underlain by tan to light Seepage not 9 inches of sandy& tan clayey sand with silt observed and the B-3 3 inches clayey natural gravel and calcareous material to boring was dry at base material 7.5 feet which is underlain completion. by hard tan slightly Organics were not weathered to weathered observed. limestone with interbedded seams and layers of tan lean clay. Table 2 provides a summary of the laboratory tests performed on representative soil samples obtained from the borings. TABLE 2 Summary of Laboratory Test Results Soil Classification, Liquid Limit, Plasticity Index, Moisture Content Unitiod Soil I Liquid plasticity Moisture Soluble Boring Depth, Material ClaSslfication Limit, Index, Content. Sulfate, NO. Fee# De5GrtiPtivn , (USicl LL PI % PPM { 1 B-1 1-2 Lean Clay CL 35 19 14.5 - w/sand B-1 5.5-6 Lean Clay CL 36 17 13.3 - Lean Clay& B-2 1.5-3 Sandy Lean CL 28 13 13.5 - Clay B-2 11-12 Fat Clay CH 54 27 24.4 - B-3 1-2 Fat Clay CH 52 27 23.9 - w/sand Fat Clay B-3 3-4 w/sand CH 50 25 20.9 - Clayey Sand B-3 5-6 w/silt and SC 20 9 10.8 - calcareous mat'I. LAND T EC ENGINEERS 2691 CalmontAvenue-FWT-Geot-3ept2018.doex 6 (1) Soluble sulfate tests are being performed on samples from each of the three borings from 1 to 2 feet. The tests were not complete at the time of this. report submittal. Results will be submitted when available. The following information is attached and completes this report Appendix A— Plan of Borings, Logs and General Notes Appendix B — Laboratory Test Results Appendix C— Notes and Conditions We appreciate this opportunity to provide geotechnical engineering services for this project. If you have any questions, please contact us. Sincerely, ..... .......................... THOMAS d. BAKER �NAL E� September 5, 2018 ,A / Thomas D. Baker, P.E., RPLS t LandTec Engineers, LLC Sr. Geotechnical Engineer/ Principal Texas Board of Professional Engineers Firm Registration No. F-000329 Distribution: Zelalem Arega, PhD, PE, PMP— PDF Pedro Hernandez, Administrative Technician — PDF Trudy Brotherton, Administrative Technician — PDF Tony Sholola, City of Ft. Worth — PDF LAN®TEC ENGINEERS 2691 Calmont Avenue-FWT-GeotSept2018.docx APPENDIX A Plan of Borings, Boring Logs and General Notes a c� z ts�x 1 i 1 _ m a OHO - D� Wt/HONlB� z I " CLOO n ■ a � LLJ x _o N I' LLJ F w m a J � Z u I.' o a � c � W �. to S f Z I � � t N y l9 X31 a ; a a 0 E UI' y Q 0 Project: Calmon#Avenue-Tex Blvd.to Bigham Blvd. Fort Worth,Texas BORING LOG B-1 Project Number: 2691 Sheet 1 of 1 In Location: See Plan of Borings x Surface El.:Unknown o S o y c o a� o Aaqi o aai o Q tr fir a`3 MATERIAL DESCRIPTION 4"asphalt pavement&8"sandy&clayey AIN natural gravel base material 7.0 LEAN CLAY w/sand(CL),reddish brown to U2 tan,very stiff,dry w/calcareous material 4.5+ 14.5 35 16 19 73 U3 2.5 4.5+ SLIGHTLY WEATHERED to WEATHERED LIMESTONE(ROCK),tan, hard to very hard,dry w/interbedded seams& T4 layers of tan lean shaly clay ]00/ 1.5" A5 5 U6 _Atterberg Limits on lean clay layer classified 4.5+ 13.3 36 19 17 90 U7 as"CL"on USC. 4.5+ A8 A9 10 100/ 1.0" 10 a 0 c� V 11 loo/ 12.0 a w z O e N � 15 a 0!r a o Completion Depth: 12 ft Remarks: Seepage not observed during drilling. Dry @ o Date: 8/31/2018 completion. 0 M. LANDTEC Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The FIGURP-A stratification lines represent the approximate boundary between soil types and the transition can be gradual_ Project: Calmont Avenue-Tex Blvd.to Bigham Blvd. Fort Worth,Texas BORING LOG B-2 Project Number: 2691 Sheet 1 of 1 Location: See Plan of Borings Y Surface El.:Unknown o R " w3 0 �O, oo A wp~q MATERIAL DESCRIPTION x 4"asphalt pavement&9"sandy&clayey _ Al natural gravel base material 11 LEAN CLAY&SANDY LEAN CLAY (CL),calcareous,reddish brown&tan,very stiff,dry U2 4.5+ 13.5 28 15 13 66 U3 4,5+ 4.0 SLIGHTLY WEATHERED to A4 WEATHERED LIMESTONE,tan,hard to very hard,dry w/interbedded tan lean shaly 5 calcareous clay layers T5 1001 1.5" A6 T7 100/ 0.75" 10 10.0 FAT CLAY(CH),shaly,tan w/gray,very stiff,dry w/severly weathered limestone seams U U8 3.5 24.4 54 27 27 96 12.0 a c� ui 0 U rn N 15 >FQ[yl ra o Completion Depth: 12 ft Remarks: Seepage not observed during drilling. Dry @ 6 Date: 8/31/2018 completion. 0 M LAhlDTr=C Soil and rock descriptions on this boring log area compliation of data collected in both the field and the laboratory. The FIGURE A3 stratification lines represent the approximate boundary between soil types and the transition can be gradual, Project: Calmont Avenue-Tex Blvd.to Bigham Blvd. Fort Worth, Texas BORING LOG B-3 Project Number: 2691 Sheet 1 of 1 C-11) Location: See Plan of Borings .� U 00 . W y w Surface b P CUM Qo a a o c a„ v o O v A� on nai p Pr C 3 ca Q 7 N U e� Pq MATERIAL DESCRIPTION 3"asphalt pavement&9"sandy&clayey JAnatural gravel base material 1.0 FAT CLAY w/sand(CH),dark brown,stiff to very stiff,dry w/limestone fragments 3.0 23.9 52 25 27 80 2.0 FAT CLAY w/sand(CH),reddish brown, stiff to very stiff,dry 2 5 4.0 20.9 50 25 25 81 4.0 CLAYEY SAND(SC)w/silt&calcareous U5 material,tan to light tan,very stiff,dry 4.5+ w/limestone fragments 5 U6 4.5+ 10.8 20 11 9 47 U7: 4.5+ U8 7.5 4-5+ A9 SLIGHTLY WEATHERED TO WEATHERED LIMESTONE(ROCK),tan, hard,dry w/interbedded tan lean shaly AIC calcareous clay layers 11 100/ 10 a c� 12 100/ 12.0 0 t� N 0 15 3 o Completion Depth: 12 ft Remarks: Seepage not observed during drilling. Dry @ Date: 8/31/2018 completion. 0 as IANDTEC Soil and rock descriptions on this boring log area compliation of data collected in both The field and the labomtory. The FIGURE A4 stmtifkation lines represent the approximate boundary between soil types and the tmmition can be gradual. GENERAL NOTES DRILLING AND SAMPLING SYMBOLS: Water Level (Level after exploration U Thin-Walled Tube-3"O.D., Unless otherwise noted completed) A Auger Sample S Split Spoon-2"O.D., Unless otherwise noted Water Level W Wash Sample Q (Level where first C Core Barrel observed) T TxDOT Cone Penetrometer(TCP) RELATIVE DENSITY CONSISTENCY OF COARSE-GRAINED SOILS: OF FINE-GRAINED SOILS: Penetration Resistance Relative Unconfined Blows/foot DenSItV Compressive Consistency Strength. Qu,tsf 0-4 Very Loose Less than 0.25 Very Soft 4-10 Loose 0.25 to 0.50 Soft 10-30 Medium Dense 0.50 to 1.00 Firm 30-50 Dense 1.00 to 2.00 Stiff over 50 Very Dense 2.00 to 4.00 Very Stiff 4.00 and higher Hard TERMS CHARACTERIZING SOIL STRUCTURE: Slickensided Having inclined planes of weakness that are slick and glossy in appearance. Fissured Containing shrinkage cracks, frequently filled with fine sand or silt; usually more or less vertical. Laminated Composed of thin layers of varying color and texture. Interbedded Composed of alternate layers of different soil types. Calcareous Containing appreciable quantities of calcium carbonate. Well graded Having wide range in grain sizes and substantial amounts of all intermediate particle sizes. Poorly graded Predominantly of one grain size, or having a range of sizes with some intermediate size missing. NOTE: Slickensided and fissured clays may have lower unconfined compressive strengths because of planes of weakness or cracks in the soil. The consistency rating of such soils is based on penetrometer readings. DEGREE OF WEATHERING: Unweathered Rock in its natural state before being exposed to atmospheric agents. Slightly Weathered Noted predominantly by color change with no disintegrated zones. Weathered/Severely Weathered: Complete color change with consistency, texture, and general appearance approaching soil. SUBSURFACE CONDITIONS: Soil and rock descriptions on the boring logs are a compilation of field data as well as from laboratory testing of samples. The stratification lines represent the approximate boundary between materials and the transition can be gradual. Water level observations have been made in the borings at the times indicated. It must be noted that fluctuations in the groundwater level may occur due to variations in rainfall, hydraulic conductivity of soil strata, construction activity, and other factors. Hardness terms for soil and rock are for relative comparison of the various samples,and are not intended to be used as an indication of the ease or difficulty of excavation or of excavation stability. Hardness terms on the logs may be based upon a combination of the test and observation methods listed above, and upon field observations. LANDTEC ENGINEERS Figure A5 CLASSIFICATION OF SOILS Criteria for Assigning Group Symbols and Group Names Using Soil Classification Laboratory Tests Group Group Name Symbol GRAVELS CLEAN C„>_ 4 and 1 :5 Cc s 3 GW Well-graded More than 50% GRAVELS Gravel of coarse Less than 5% Cu:5 4 and 1 >_ Cc? 3 GP Poorly-graded fraction fines Gravel retained on GRAVELS Fines classify as ML or MH GM Silty Gravel No. 4 sieve WITH FINES More than Fines classify as CL or CH GC Clayey Gravel 12%of fines SANDS CLEAN Cu>_ 6 and 1 <_ C,< 3 SW Well-graded Sand 50%or more of SANDS coarse fraction Less than 5% Cu:5 6 and 1 >_ Cc>_ 3 SP Poorly-graded retained on fines Sand No. 4 sieve SANDS Fines classify as ML or MH SM Silty Sand WITH FINES More than Fines classify as CL or CH SC Clayey Sand 12%fines SILTS AND Inorganic PI >7 and plots on or above"A" CL Lean Clay CLAYS line Liquid limit less PI <4 and plots below"A" line ML Silt than 50% Organic Liquid limit—ovendried <0.75 OL Organic Clay Liquid limit—not dried Or anic Silt SILTS AND Inorganic PI plots on or above"A" fine CH Fat Clay CLAYS Liquid limit PI plots below"A" line MH Elastic Silt more than 50% Organic Liquid limit—ovendried <0.75 OH Organic Silt Liquid limit—not dried Organic Silt Highly fibrous Primary organic matter, dark in color, and organic Pt Peat organic soils odor SOIL GRAIN SIZE U.S.Standard Sieve 8" 3" 314" 4 10 40 200 f Sand Boulders Cobbles Coar er I Fine I Coarse I Medium Fine Sili Clay 152 78.2 19.1 4.76 2.00 0.420 0.074 0.002 millimeters PLASTICITY CHART 6a 50 ,(�, J4I0 CH o ON W 40 0 2 A 30 U CL or OE 20 AIH III OH 10 7.4. ML 0 OL 7 00 10 1620 30 40 50 60 70 80 90 100 110 LIQUID LIMIT(LL) t-ANDTEC ENGINEERS Figure A6 APPENDIX B Surhmary of Laboratory Results Sheet 1 of I Unconfined Liquid Plastic Plasticity V04200 Class_ Water Dry Compressive Borehole Depth Limit Limit Index Sieve ification G(au)nt D(epnc Strength tsf B-1 1.5 35 16 19 73 CL 14.5 B-1 5.8 36 19 17 90 CL 13.3 B-2 2.3 28 15 13 66 CL 13.5 - B-2 11.5 54 27 27 96 CH 24.4 B-3 1.5 52 25 27 80 CH 23.9 B-3 3.5 50 25 25 81 CH 209 B-3 5.5 20 11 9 47 SC 10.8 A F a y d O d U rn cv z 0 P s U �dd r3 U `3 qU 4 Summary of Laboratory Results i Project: Calmont Avenue-Tex Blvd.to Bigham Blvd. Fort Worth, Texas � E�gIElEE�S Number: 2691 Date: 8/31/2018 7 APPENDIX Notes and Conditions NOTES AND CONDITIONS The services described in this report were performed consistent with generally accepted geotechnical engineering principles and practices. No other warranty, express or implied, is made. These services were perforated consistent with our agreement with our client. This report is solely for the use and information of our client unless otherwise noted. Any reliance on this report by a third party is at such party's sole risk. Opinions and recommendations contained in this report apply to conditions existing when services were performed and are intended only for the client, purposes, locations, time frames, and project parameters indicated. We do not warrant the accuracy of information supplied by others, and the use of segregated portions of this report. The conclusions and recommendations in this report are invalid if • The report is used for adjacent or other property or streets ■ Grades, shallow subsurface seepage levels, or both, change between the issuance of this report and construction ■ Any other change is implemented that materially alters the project from that proposed when this report was prepared The pavement and subgrade samples do not provide a warranty of the conditions that may exist over the entire street. The extent and nature of subsurface soil and groundwater variations may not become evident until construction begins. Variations in soil conditions between samples could possibly exist between or beyond the points of exploration or groundwater elevations may change, both of which may require additional studies, consultation, and possible design revisions. Construction of foundations, utilities and general excavations where hard rock materials are present, typically requires rock-tooth augers, drop chisels, core barrels, or other rock excavation equipment such as rock-tooth buckets for backhoes and hoe-rams. Reproduction of this report, or any part thereof, supplied to persons other than the client, should indicate that these tests and subsequent report of findings are soil type specific only and may not represent other roadway conditions and soil types. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, shallow subsurface water or air, on or below or around this site. Excavations should consider the stability of adjacent structures, street pavement, underground utilities, etc. Unstable soils include, but are not necessarily limited to, (1) jointed, fissured, and slickensided materials (2) soils with pockets or layers of sand or I AMDTEC ENGIli1EERS 2691 Calmont Avenue-l=wT-Geot-Sept2018.docx C1 gravel, and (3) soils with groundwater seepage occurring. Slopes in these types of soils may become unstable during periods of wet weather or as loads are applied to the top and/or along the slope. The stability is also affected by weather conditions, excavation depth, adjacent structures, construction equipment, and the length of time the excavation will remain open. Surcharge loads, either static or dynamic, should not be applied to the slope, particularly at the top of slope. Construction equipment should be prevented from traveling along or near the top of the excavation slope. Monitoring of temporary slopes, trenches, and dewatering during construction should be undertaken by the contractor to detect early warnings of movement within slopes, structures, pavements, etc. Excavations should be shored to provide stability up-slope and to protect construction workers. In all cases, the requirements of the Occupational Safety and Health Administration (OSHA) must be followed. It is important for the contractor to monitor the slope stability by observation and measurement, and to prevent excessive loads (especially heavy vibratory loads) from being applied to the slope. The contractor should be responsible for maintaining the slopes in a safe condition during construction and the use of slope stability monitoring equipment is recommended. Inclinometers are one means of measuring slope movement. This report has not been prepared for trench safety design and slope angle design. In the Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for Excavations, 29 CFR, part 1926, Subpart P". This document was issued to better insure the safety of workmen entering trenches or excavations. It is mandated by this federal regulation that excavations, whether they be utility trenches, basement excavation or footing excavations, be constructed in accordance with the new OSHA guidelines. It is our understanding that these regulations will be strictly enforced and if they are not closely followed, the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractor's "responsible person", as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. We are providing this information solely as a service to our client. LandTec Engineers does not assume responsibility for construction site safety or the contractor's or other parties' compliance with the local, state, and federal safety or other regulations. LANDTEC ENGINEERS 2691 Calmont Avenue-FWT-GeotSept2018.docx C2 GC-4.04 Underground Facilities S.U.E. 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McCoy, Shamsul Arefin Cc: Sholola,Tony Subject: FW: C.P.N.02693 - 2014 CIP Year 3 -Contract 1 Chris and Arefin, Please see the two emails below from Atmos regarding which streets are clear and not clear in Contract 1 to include in the plans and the contract documents. Thanks, Mary Hanna From:Crane,John E [mailto:John.Crane( atmosenergy.com] Sent:Thursday, May 24,2018 12:44 PM To: Hanna, Mary<Mar .Hanna fortworthtexas.gov> Cc: Bruton, Kevin<Kevin.Bruton@fortworthtexas.gov>; Brown, Landon J<Landon.Brown@atmosenergy.com>; Washington, Kenneth E<Kenneth.Washington@atmosenergy.com> Subject: FW:C.P.N.02693-2014 CIP Year 3-Contract 1 THE FOLLOWING ADDITIONAL STREETS (STREET SEGMENTS)WERE INCLUDED IN PLANS RECEIVED ON 5/9/2018. ---95% Plans 1. Calmont Ave.—TexBlvd.—Bigham Blvd. ---Atmos has the following facilities within the scope of this project location: A. 16"steel intermediate pressure gas main (major east to west feed line through Fort Worth)from Tex Blvd. extending eastward past Bingham Blvd.There are four(4) long service lines within the footprint of this project location. YOU WILL WANT TO AVOID THIS GAS MAIN. B. 4"HDPE low pressure main crossing Calmont Ave. on the west side of Tex Blvd. C. 4" HDPE intermediate pressure gas main crossing Calmont Ave. on the east side of Bingham Blvd. 2. Locke Ave.—Sappington Pl.—Olive PI.---2"steel intermediate pressure gas main 3. W. Elizabeth Lane—Olive PI.—TexBlvd. ---Clear 4. Ridglea Ave.—Kenwick Ave.—Locke Ave--- 8"Cast Iron low pressure gas main crossing Ridglea in easement between Kenwick and Locke/4" PE low pressure gas main on west side of Ridglea Ave. Atmos will want to replace the 8" cast iron low pressure crossing before your street project here. 5. Ridglea Ave.—Darwood Ave.—Malvey Ave.---4"cast iron low pressure gas main crossing in easement between Darwood Ln. & Malvey Ave. Atmos will want to replace this 4" cast iron low pressure main crossing before your street project here. From:Crane,John E Sent:Thursday, May 24,2018 11:24 AM To: Hanna, Mary(Mary.Hannaea fortworthtexas.gov)<Mary.Hanna@fortworthtexas.gov> Cc: Brown, Landon J<Landon.Brown@atmosenergy.com>; Bruton, Kevin (Kevin.Brutonpfortworthtexas.gov) <Kev-in.Bruton@fortworthtexas.gov>;Washington, Kenneth E<Kenneth.Washington@atmosenergy.com> Subject: C.P.N. 02693-2014 CIP Year 3-Contract 1 Per your request at the Utility Coordination meeting this morning,following is a summary of Atmos Energy's status on each project location: I. Garland Ave—Sappington PI.—Marys Ln. ---Clear 2. Locke Ave.—Bryant Irvin Rd.—Halloran St. ---Clear 3. Tex Blvd.—Greenway Rd.—Calmont Ave.---Clear 4. Curzon Ave.—Tex Blvd.—Marys Ln.---Clear 5. Marys Ln.—Greenway Rd.—Garland Ave.---Clear 6. Halloran St.—Camp Bowie Blvd.—Malvey Ave.---Clear The following two project locations have Atmos facilities that will impact your proposed improvements: 1. Olive PI.—Hemsell PI.—Curzon Ave---Atmos has a 2"steel gas main located close to the back of curb on the west side of Olive Place.Atmos will want to replace this steel gas main and associated service lines before you go to construction. 2. Malvey Ave.—Halloran St.—Bryant Irvin Rd.----Atmos has an existing 12"steel gas main under existing street pavement in Malvey that we need to replace from one end of your project limits to the other. If you can leave these last two projects until after you complete the other six above,this will give Atmos time to complete work on these two. Thank you for your help and cooperation with these projects. THIS INFORMATION IS BSED ON THE STREETS (AND LIMITS)AS SHOWN ON PLANS RECEIVED ON 2/7/18. ---96% Plans 2 GC-6.06.D Mincilky and Women Owned business Enteirprise compflainee 0 MBE Special Instructions for Offerors o MBE Subcontractors/Suppliers Utilization Form o MBE Prime Contractor Waiver Form ID MBE Good Faith Effort Form o MBE Joint Venture Eligibility Form CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 Revised July 1,2011 FORT WoISTn City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLIC�F It the total dollar value of the contract Is $50,000 or more, than a MBE subcontract in 9 goal is applicable. POLICY STATEMENT It is this policy of the City sof Fort Worth to ensure the full and equitable partdclpotdon by Mlnorily Business Enterprises (MBE) tri the procurement of all goods and cervices. All requirements snd 1'equlaklons slated in the City's current Business Diversity Enterprise Ordinance applies to this bid. M13E PROJECT GDAi_.S The City's MBE goof crn Ihls pro)ert is 25. %of thei base Laid value of the ccdlract, Mete: if hath MBE and SIDE %ubean iracling gaols are established far I1tls project. Ilion an Offerai count sLrbaiiI bDIh a MBE Utilization Faure and a SSE Uullzation Foran to be deeined responsive, COMPLIANCE TO BID SPECIFICATIONS on city comm to $50,0DO or mote where a MBE subconlracling goal is applied, Offerors afe requlred to comply with ft intent of the City's Business 0.1versity Enterprise Ordinance by one of the fallowing: i. Meet orexcoad the above stated MBE geai through MBE su bco ni racting participation, Or 2, Meet or exceed the above stated MBE goal 1hraugh MBE Joint Venture participation, or; 3, Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBIAIffAL OF REgWIRE D DOM MEN TAT ION Tha �ppllcable documents musk be raaalved by the Pumliasing Division, within the followlrrg times allocated. In order for the entfre bid to be i or sldered responsive to The specifications_ The l' VDrar shall-dulivef the MF.11.' dnctimen€align in parson I❑ the apprrtipiirrie ernploype wwe pufr-linsing clivision and obtain p dao-nimo receipi. Such toccipt shFlll bit eviciomv Thal I I i v Orly recaIvcra Ilia �Icrr; mefitLilion in Die tinia aIlo�rled, 4 faxed andfor of na k d copy will not 1, Suboontraotcr Utilization form, if goal is received he later than 2.08 p.m.,on the s4xand City business day mel or exceeded: afer the bid opening date.exclusive of the bid opening date. 2. Food Faith Effort and 5ukxa lredor recolved no later Ihan 2;00 p.m., an the second City business day Utilization Form, if parflelpatiorl Is lass than after the bid rring Baler exclusive of the bid opening date. slakedgoal: 3. Good Faith Effort and Subcoritractor received no lsler than 2,,00 p.m., on the second City buslness day Utlllzation Farm, if no MBE artU atlon'. after the bid open Ing daze, oxclu*lve of the bid up enlng date. 4, Prime Contractor Waiver Form, if you will received no lacer than ?;00 p.m„on the second City business.clay efiorm ell subcontractin (supplier worfc; after the bid opening date. exclusive of the bid openIng date. S. Joint Venture Farm. If goal 1s met or rec9lvsd oo later lharl 2,00 p.m-, ori the second City business day exceeded; I-after the bid 22enlinUhole, o)(dustye of the bid opening dale, FAILURE TO COMPLY WITH THF CiTY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE. WILL RESULT IN TiHI< BID BEING CONSIDERED NOW RESPONSiVE TO 8PEC IFICATIONS. 1FAILURE TO SUBVIIITTHE RiEQUIREP MBE DOCUMENTATION WILL RESULT IN THE ISTD BE 114G CONSIDERED NEIN-RESPONSIVE. A SECOND FAiLURE WILL.RESULT IN THE OFFEROR BEING DI5QUA LIFIED FOR A PERIOD OF ONE YEAR. THREE FAiLURES iN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFiCATION PER100 OF THREE YEARS. Any questions, please contact thD i rWBE Oftice at X017) 212-2870 Rev.211 W15 ATTACHMENT 1A Page S and F R'r WORTH City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Fort OFFEROR COMPANY NAME: Check applicable block 10 desa6he PROJECT MAhlE: %444?DBE 19ON-MWOBE 2014 CIS, YEAF - CONTRACT 1 June 28, 20181orDATE c4y,%RISE Praject Goak Oriaror"s MBE Prajact Commitmant: PROJECT NUMBER a #, 026093 Identify 411 subcontractorslsulppliers you will use on this project Failure to complete this form, in itq entirety with requested docurrrenta#ion, and received by the Purchasing Division no later th,ari :00 p.m. on the secend C]Ey business day after bid capen inrg, exclusive of did opening date, krill result In the bld being corisidored non-responsive to bld speclf€cations. The undersigned Offeror agrees to enter Into a formal agreement with the MBE firm(s) Iigted in this utilization sche'JU'v, conditioned upon execution of a contract with the City of Forl !North. The intentional andtor knowing misrepresentation of facts is grounds for consideration of disgUalifieatian and will result in the bre# Wng consldemd r*n-responsive to Nd specifications. II OEs listed loward meeting the project goal must be Iocated in the six (S) county marketplace at the time of bid or the business has n Significant Business Presence in the Marketplace. Marketplace is lha ge0gF2pl3ic area of Te n# Dallas 113 an.to�n,_"i a apri. Parker anti Wise counties. Prime contractors most Identify by tier level of all subcontractors/suppliers. Tier; means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered I 'tier, a payment by a 50contractor to its supplier Is consfdercld 2d tier. The prime conlrectcr is responsible to provide proof of payment of all tiered subcontractors Identifled as a IVIBE and counting those dollars towards meeting the contract committed goal, ALL MBEs MUST BE CERTIFIED BEFORE CONTRA T AWARD. Certification mearns ftse Auris. looted +rwilhin the Marketplace. that have been determined to be a bonda#ide minorlty business enterprise by the North Central Texas Regional Certificat€on Agency(NCTRGA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the O%ror will be given credit as long as the MBE listed owns and operates at least one fully licensed and aperaUonal truck to be used on the contract, The MBE may lease trucks from another Iv1BE firm. including Iu1BE owner-operated, and receive frill IBE credal. The MBE may lease trucks f om nor,-MBIRs, Including owner-operated, but will only receive Credit for the fees and commissions earned by the MBE'as ouf fined In the lease areenient. Fav 2i 10115 FURTWOR'fll ATTACHMENT SA Fag&2 of 4 Offerors are required to Idertfify ALL subcontractorsfsuppllers, regardless of status, t_e.. Minevily and non-MBEs- MBE firms are to be listed first, use additional Oevts if necessary. PJeal5a nota chat anry carllliod MBEs voll Ixr oouniled to meet an goal, NCTRr,A N SUBCONTRACTOWSUPPLIER ° Company Nama T " Oatall Detail Address L Subcontracting SuppI1es TelephoneiFax CL a M WO* Purcltalmd Dollar Amount Email r £ E 13 Contact Person F D ID Raw MOM ATTACHMENT 1A Page a of 4 Offerers are required to Identify ALL eubcontrackorslsuppliers, regardless of slalus: Le,. MInority and non-MBEs. MBE firms ars tO tie liz3ted first., usm additional sheets if necessary. Massa nale thm only cerafied MBEs 601 be counted to meet an MBE(JOM. NCTRCA N SUBOONTRAC,TORISOPPLIER O Company Name T 0 Detakl DeteH Address r Subcontractlnp Supplies � wDotlar Amount TefepllonelFax ' R B M Work P"rchased Emalk E g Contact Person E Q Ll El El RGw.211(VI 6 FORTWO TH r�Tr H 1A pageqed4 oi4 Total Dollar Amount of MBE S ubcontracto rs/S u ppli ers Total Dollar Amouni of Non-MME Subcontractors/Suppliers TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS1SUPPLiERS The Offeror will not make additions, deletions, or substitutions to this certifiied fist without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Bequest for Approval of ChangelAdditr'orr form. Any unjustified change or deletion shall be a material breach ut contract and may result in debarment in accord with the proredures outlined in the ordinance_ The Offeror shall submit a detailed explanation -of how the requested change/additlon or deletion will affect the committed MBE goal. If the detail explar+ation is not submitted, it Will affect~the final compliance deterrninatilon, By afflAng a signature to this form, the Offeror further agrees to provide, dlrectly to the City upon request, complete and accurale information regarding actual work performed by all subconlractors, including MBE{s} and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or exarnirration of any books, records and files held by their company. The Offeror agrees to allow the transmissian of intervievus wlth owners, principals, ofFivers, employees and applicable subwntractorsfsupplxers pert€ lipating on the contract that 111 subOantlate the actual work performed by the MSE(s) on this oontract, by an autk rized offic*r or employee of the C Ity. Any InteMilo ruli and/pr knowing misrepresenta#Ion of facts will be grounds for term Inatl n p.the contract or debarrnent from City work rcr a period of not less than three.(3) pears and for inIliating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordJr�ance creates a material breach of the contract and may result in a determination of an irresponsible Offerar and debarment from particips ting In City work for a period of tlrne not less than one (1) year_ Authorkxad Signature Printed Signature TWCa Matt NanralTAIin(if difrararkt) Ownpany Name Teleph oroa andlor Fax Addrer,s P-knaii Addt4mi CitylState;ZMp Dais RAV,211W5 ATTACHIMENT 15 Fo RT W RT H Page 1 of I City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form GFFERQR COMPANY NAME: Ctteck appilcablo black to deacriba prime PROJECT NAME: 41�^ifl]#!1 f�r4N M�wf❑PE 2014 CIP, YEAR — CONTRACT T 1 a{17 DATE June 8, ��'IB City's MBE Projeut Goal: Otfaror`s M 8 E project Commitment PR JEC7 NUMBER 5 _ 62693 If both answers to this farm are YES, do riot complete ATTACH ME NT 1C (Good Faith Effort Form), All gU6S00rls on this form must be completed end a delalled expianalion provided, if appilcabje. if the answer to either question is NO Ihen you taus cornplete ATTAGHIMENT 1 C. This farm is only appllcable if hggl answers are yes. Failure to complete this farm In its entirety and be received by the Purchasing DivtsiGn rto later than 2:QQ p.m., on the second City bus Ina ss day after.bl0 oi¢gttIng. axcl ilve of the bid opening 06te, wlll result in the bid lie#ng considered non-responsive to bid specifications. Will you perform this entire contract without aubcon tractors? YES If yes. please provide a detglled explanation that proves base'd on the size and scope of this NO project, ]his Is your normal lbuslnass pracke wid provide an ope:rallonaI profile of yc)vr business. Will you perform this entire contract without suppliers? YES If yes, please provida a detall ed e>Splanation the proves based on the size and'scope of lhis project, this It your normal business practico and provide art Inventory profile of your busineiss_ No The Offerar further agrees to provide, directly to the City upon request, complete and accurate informstlen regarding actual worm performed by a I I subcontractors, Ilklvding MSE(S)on Ihis conftvt, the psymenl thereof and any proposed changes to the original NISE(s) arrangemonts submitted with this bid. The Offeror also agrees to allow arc audll andlor exam Ination of any books, records and files held by their company Chat will subGtantisle the actual work parformad by the MBEs on thls canlract. by an authorized officer or employee of the City_ Any Intentlonal aradlor knowing misrepressntation of faufs will be grounds for lerminating the contract or debarment from City work for a period of nol less Than three (3) years and for initiating acflon under Federal. State or Local laws concerning false materrienis. Any fallure to ccrrripfy with this ordinance creates a material breach of contflact and may resull in a delermination of an irresponsible Offeror and barred from participating In City work for a pariod of time not Iess than one 1 year. Aiuthorized&lpatum !Tinted$$nature Title Contact Name(It d5wanl) (;QMPany NAme Phoebe#Ugmbar Fax Number Address Err.all Address c4VIStaEef7Jp tato Rev.VMS ATTACHMENT IC Page 1 of 4 FioRT WORT t-T City of Fort Worth Minority Business Enterprise MBB Good Faith Effort Form OFFEROR COMPANY NAME: Chack apttlicabErt block to ducfte Offamr PROJECT NAME: `. fDBF 110jq-N Yw?17Rt 2014 CIH YEAR 1 - CONTRACT 1 June 28, 201810 DATE r,ft's MBE PrI�Xgrl C,nal Otferor's MBE Pralect Cammllw*nt: PROJECT NUMBER 25 % 02693 If the Offeror d1d not meet or exceed the MSE subcontracting goal for This projecl, the 01(eror Mpal complata this faun. If tho Offoror's method of compliance with the M13E goal Is based Ippon demonstration of a '.good (aith effort", the Offeror will have the burden of correctly and accurately preparing alio submitting the 4ocurnentation required by the City. Comp#lance with each item, 1 thru 11 below, sftalf satlsfy the Oaod Faith E=ffort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentions# discrimination by the Offeror- failure to complete this form, in its entirety with supponing documentation, and received by the Purchasing 0MslDn no Iater titan 2:00 p.m. on the second City business duly after bid opening, exclusive of bid opening date, will result in the bid baing considered non-responsive to bld spec IfIcatfons. 1.) Reuse list each and avary subcontracting andfar suppiler opportunity for the completion of this project, regardless c whether it is to be provided by a MBE or non-MUE. (M NOT I-IST NAMES OF ORM an all proJects, the Offeror must list eal;h subcontracting and supplier opportunity regardless of tier. Use additional sheets, if necessary) — Inst of Subcontracting Olxportullitieu List of Supplier Opportunities flow.2ilW15 ATTACHMENT IC Page 2 of 4 2.) Obtain a currant (not more than two(2}months old fm the laid opon date) Ilst of MBE= suhcontractors and/or suppliers from t h a l:Ity'a h1NwDE Of15co, Yes date of Listing �I f� -Yes 3.) DId you aaollctt bids from MBE firms,within the suhoorltractIng and1or supplier areas previously Iisted, at least ten calendar days prior to bid opening by Mall', excitisive of the day the bids are opened? YeS (ll ye-9,atinch M13E moil IISting 10 Inc IudD nama of firm and address and a datsd copy of 1a1tar Frill II01J. No 4.) Dill you solicit bfds from MBE firms,within the subcontracting aridlor suppllor rheas previously Iisted, at least ten caiendar days prior to bid opening by telepholna, exclusive of the day the bids are opened? Yes {if yais,attach list t0 radkido rrarne Rf N4"firm, r50F1{onlactod.phone numhar Rnd dale and lErnu of con#nct.) No 5.) Did you solicit bids from M 13 firms. within the subcontracting andlor sup pIier areas previously listed, at least to rt cal*ndar days prior to bid opening by facsimile (fox), exclusive of t 11 day the bids are oparted7 Yes (rf yes,Attact,Iiist 10 inaiude name of MBE Firm,FAx number ani drtio and qwg araniact, In addition,if Ihu fax la mlu mol a6 undeHver'awe,Marr Mw"ur)dolIVDrable con rirmaNan" roapived rnusI be printed¢Iraclly from rho faCslmile for frrOpar dowmorriation. Fnllur to submit pnflrrn�Nan andfor"undalivarabla a0hflrrnatlon" doaumafitation mny render tho GFE oluri-responsive-) No 6.) Did you sollolt bras from MBE firms,within the subcontracting andlor supplier areas previously Iisted, at least ten calendar days prior to bid opening by ornalf, exclusive of the day the bids are opened? Yes {If yea,altaa;h aroall Cnnnrmatinn In inchide narnu of METE firm,train antl time. In addition,If nn amaIt is rfflumad its undalIva rable.than inat 1,undwIverab1e moseagn" ruceFpt Masi bo prr lod direr;#y Irom Ills erllall sysWTn fpr pMper doc;urn6ni$j#tan. Fail Lira to submit conllrmnllon anular"undelIva rabie irleagago"10CLim Qntatlon may render 1114=GFf non-msponsiva.) No NOTE: The four methods idom Ift d above are acceptable for soliciting hIds, and each selected rnethod must be applied to the applicable contract. The Offeror most document that either at least two attempfo ,mere rnade using two of the four methods or Ulat at least on* successful contact was matte using ane of the four methods in order to be deerned responsive to the Gnod Faith Effort requirement. NOTE: The Offeror must contact the entire M13E fist specific to each subcontracting and supplier opportunity to be in compflarlce with questions 3 through 6. 7.) Did you provide plaits and speci€icatians to potential MBEs? Yes �No 8.) Did you provide the Wornietion regarding the location of plans and specifications in order to assist the MBEs? Yes No Roy, V10116 ATTACHMENT 1C Page 3 of 4 9.) 01 yogi prepare a quotatIon for the MBEs to bid on go odslservic es specific to their skill sot? Yes (11 yap,attar~h 4111 COPres of quotnClons.} No 10.) Was the contact information on any of the listings not valid? -Yes {if ya15,atlnoh the Information that wag not valid in order For thL. MM BF Ofrim to addmss the corrections needed) No 11.}Submll documentation if AARP* quotes wore rejecfod. The doc.urnentation submitted shoutd be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporling docurnootation tho Offeror wishes to be considered by the City. In the eveni of a bona fide dispute concerning quotes, the Offeror will provide for confidential in-camera access to an inspection of any relevant documentation by City personnel. Pie se use addiffonalvhve�s, 1f"necessa , andatrae#�. Company Name Telephone Contact Person Sco a of Work Reason for Rejection ADDITIONAL INFORMATION: Ptoase provide add( ioinal Information you feet will further exptain your goad and honest efforts to ObtoIn MBE participation on this Vroject, 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 submitter) 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 SUIT stantiate the actual work performed on this contract, by art 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 at period of not less than three (3) years and for Initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not fess than one (1) year. Rev.711ai15 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the Information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listen in Attachment IC will be contacted and the reasons for not using them will be verified by the City's MMBE Office. Authw,ized Signature Printed Signature Title Contaut Mia mo and Title (if different) Company Noma Phone Number Fax Number Andress Email Address citylstetelzip Date Rev.V1oil S Jolnt Venture Rage 1 of 3 FORT WORTH CITY OF FORT wowni MME Joint Venture Eligibility Corm M/quesdans~1 he,answered;arse WIA"if'aint frl)pUrabfe- 14ameorCity p1'UjRet: n1A'GFP,YEAR 3-C4KTRAGT1"Co r4ojewNo.nz5D3 A joint wamw fnnn FPEM hr com 3ldcd on{a IRoJeor l-F /BidtPurchaing Number': I.Joint venture information: Joint Venture Name: Joint Ven(we Address: ffarl)Ifrnbfe) Telephone: ramimile: E-maii address; C6ular: identify tyre f rrrls that comprise the joint ventum: Pleaso attach exfre s►leefs I W411,003af space�s mquked to pmvkta doiatfeor expanimtiogs of wwk to be parforr and by snw6 Ilan c=pdsIrjg Ire t vantura 1!i!Ipti hlnn-MAI=i5rju no 0011c, 9=JAii fie; RuriomMdresa; Cily,State,7Iry: City,S(Aw.7il+, Tolrphonc Faceimilr F.-rnn�i �'alaplranc Fnc�imil� t=rllului C.eC[ulo� Certifieltdou Stat x: E-mail milmej Rome of Certifying Agency: 2, Scope ofvaork rformed by Ilre Joint VenIiire' DeKrlbe tt1e•6ic[) a of work of the MBB: Ii se lltle the pcopy.afwork of Else flub-m-an Rev, 7MIS Joiril Venture Page 2 of 3 3. What hi the pereeiN#9ge of NBF,ps rdellips flon on this juin[ venture(hot you wuh to be counted toward reeethng the project goat? 4. Atlach a copy of the joint; venture agreenteol. S.List cumpunents of uww rship flfjutnt Ven tuire. (Da nolcomplefa f/rMrinformallorr fsdefrilbedh1joinryenr++revgrmmr ijf) I'mriit and loss sharing,: Capilal contributions{including equipment; Other applicabte ownership Ntorests; 6. ldeulify+ by Rame; r9ce,BAR and Kirin those individuals(with titles)who are respawibLe for the day4omday mauagemant and decision making of the joint verteure: Financial deeEaions (Lo inolu&Acwml Paynblc and RcueivebLe j: hlanR&ment tied sionn; a. €xtimnting — ....I . Markeling and Sales c. Hiring and Firing of mam emenl persound d. PUMhMing of major cquliMaW znd Q r supplies SUPM-6saon of field opemfiom ThisCity's Minority and Women Business Enterprise Office will: review your Joint vOntllrte submission and will have find epproyal of the MBE pementage applied Iowa rd the geai for the project; listed an this farm. NOTE; From and atter the date of project award, If any of the parlldpan#e, the IndMdualIy defined scopes of work or the dollar amounWpercentages change from the aroinally approved Information, then the pardcipents amus# Inform the City's M 1+BE Office immediately for approval. Any unjustifEed change or doWlon shall be a matedal breach of contract and may result in debarment in aaaord YAth the procedures outlined in the CRy+'s BDE Ordinance. Rev_PllcfIs JUTAl Vanlufe P e3ofa AFI'FDAVTT The uadie rMgned affirms thaI the foregoing staternenta are true anti coo-recI and include VIII maternal infcn-malion accessary to identify and explain the reins and opemdon of the joint venture. Furthermore, the undersigned shall agree to provide to the join[ venture the stated scope of work. decision-making =ponsibifities and payments herein, The,City also reserves the right to mquctct any additionA information deemed necessary to determine iC the joint venture is eligible. Failure to cunpotate ai:i dor provide requested information wi[hin the time specified is g vands for tcrinination of The eligibility process. The undersiped agree to permit audits, interviews with owners Find examinotion of the books,records and RIL9 of the joint venture by ani+ authorized representatives of the City of Fort Worth. railum In comply with this provision shall rmull in the torminwion of any contract, which may be awarded under the proviskiw; (if this joint venture's eligibility at)d may inilWE-action under Federal, State an&or Local law.s,Jor€iinances concerning False mtranents;iir wilIFuI inisre re eatation of facts, �.................... .., N11111c ormlBF fire+ Mine of non-MBE film I"rbit&J Nnme of Q%Y nu Printed Neaae erOwner SrCnatu7o ur()wlWr Signa[ore of Owrar Primed NmFm of Ownrr Pfrnied 14wne 0f ownor sir of OWner {.,'igwoucofowner Tiflu Title Dow Ilple Notarization State of County of On this day of . 20 , before the appeared and to roe per ontull y Icnnwti and ►alto,being duly sworn, did execute the famgriing af'f'idavit and did state that they were properly authorized to ex.ccute this affidavit and did an as their tree act and deed. Notary Public I°rin►Nm e Notary Pubic: Sipalum COinmissiott ExpiMli Dmro Ray_2110115 GC-6.07 Wage Rates • 2013 PREVAILING WAGE RATES(HEAVY AND HIGHWAY CONSTRUCTION PROJECTS) CITY OF FORT WORTH 2014 CEP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02693 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 Nagger $ 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 GIS-®1 60 ®® Br®duet Requirements • CITY OF FORT WORTH WATER DEPARTMENT'S STANDARD PRODUCT LIST ® CITY OF FORT WORTH CITY-WIDE STANDARD PRODUCT LIST CITY OF FORT WORTH 2014 CIP,YEAR 3—CONTRACT 1 STANDARD CONSTRUCTION SPECIFICATfON DOCUMENTS City Project No.02693 Revised duly 1,2011 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:2-29-2012 STANDARD PR0DUCTS LIST APPFGval %IIt7t No, l�nJdvl114'fliloek �MtIIIGldlll�ttllt Made)NO" `$bs WASTEWATER Manhole Tmerts * I E1-14 IMmhole lnsen Knutson Enleryrism Mad.m Order-Plastic ASTM)1248 16,24"dia U1+4 Kwhorkew jwmW&�m1'4rkmpaj h'sit r.lh*.til Platt 451MUP14t i-m4'Ao EI-14 Manho&learn Naaaw-Inflow Made to Order-Plastk ASTM D 1248 Fof 24'da. 09!23196 EI-14 Manhole Insert Sauthnestem Par- &Seals,Inc- Lifesaver-Stainless Steel For M'dia. 09!23(96 EI-14 Manhole Insert Soulhwcswm Packing&Seals,Inc. TetherLok-Stainless Steel For 24"dia Manholes&Bases/Frames&Covers/Rectang ar • Manhole Frames and Cavem Wmtem Iron Warta,Bass&Hop Foundry 1001 24"x40"WD Manhole Pramea and Covers Vulcan Foundry 6780 24"x40"WD Manholes&Bases/Frames&Covers/Standard(Round) • BI-14 Manhole Frames and Cavus Western Iron Works,Bass&Ha s F—dry 30024 24"Dia. EI-14 M.nbole Frames and Coven McFide lra.Wwks lee. A24 AM 24"M. E144 Manhole Frames and Covers Neenah Castio 24"Dia. EI-14 Manhole Frames and Covera Vulcan Fowndry 1342 ASTMA48 24"Dia. EI-I4 Manhole Frames end Covers Si tion MH-144N EI-14 Manhole Frames and Covers Si=ccupotation MH-143N E1-14 Mub le Frames aM Covers Pont-A-Mousson CTS-STD 24"dia E1-14 Manlwlo Frames and Covers Namah Cash 24"dia. 7(25[13 E1-14 M..hale Pramcs and Coven Saint-Gobain Pi lines(Pamrexhuxns) PH32-RBFS 30"Dia. 011.11106 E I.14 30"D]MH Ring:md Cover L'ax[Jnrda.W.Works V]432-2,,.d V 1483 Dig. AASHTO M306-04 30"Dia- 11102 10 E1-14 30"D1 MH Ring and Covet Sigma Corporation MH 16511r1VN&MH16502 30"Dia 07119/11 E1-14 30"DI MHRin and Cover Star Pi Products MH32FrWSS-DC 30"Dia 08110/11 E1-14 30"DIM Ring and Cover A---t 220700 Heavy Duly with Gasket Rin 30"Dia Manholes&Bases/Frames&Covers/Water Tight&Pressure Tight E1-14 Manhole Frames and Covers Pant-A-Moussan Pamtight 24"Dia. • E1-14 Manhole Frames mid Covers Neenah Casli 24"Dia. E1-14 Manbole Four=and Cavem Vul—F-ndry 2342 ASTM A 48 24"Df.. E1-14 Manhole Franxs end Coven Western bon Works,Bass&H —dy 300-24P 24"Dia. E1-14 Manhole Pramds and Covers wyciNe Iran Works Inc- WPA24AM 24"Dia. 03/08/00 B1-14 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24"D"ra. 04/20101 E1-14 Manhole Fcames sad Caves Smmpom Industries FriVatO Ltd. 300-24-23.75 Rft and Cover ASTM A 48 24"Dia. Manholes&Bases/New/Components 07/23/97 JUrelhane H hilic Walmtop Asahi Kogyo K.K. Adeka UJI.-Seal P-201 ASTM D22400412M792 04126/00 Of q Joint for 4'Diam,MH Henson Concrete Products Dewing No.35-004&001 04126M Profile Gasket far 4'1)i—.MH. Press-Seal GmkeLC 250-46 Gasket ASTM C-443/C-361 Ss MH 1126N9 IHDPF Manhole adjustment Ring Ladtuch,Inc HDPE Ad'ustmmi Ring Non-trarfi m. _8i 1105 Manhole ExtdanaI Wrap - Canusa-CPS Wra dScal Manhole Eu.p,.[.u-System Manholes&Bases/New/Precast Concrete EI-14 M.nhole,P—t Concrete Hydro Conduit CorpSPL Item 049 ASTM C 478 48" EI-14 Manhole,Precast Co_ncrele Watt Concrete Pipe Co.Inc. ASTM C-44348" + EI-14 Manhole,Precasl Co.-rote H—(kr—ly Gifford-Hill) ASTM C 478_..� 48" 04/26/00 E44 MH,Single Offset Seal Joint Hansa. T F Dw 35-0049-001 ASTM C478 48"Diam MH 04123/9( EE-14 Manhole,Prowl Concrete Ca.r7ele Productlnc. 48"I.D.Manb.le.132"Cono ASTM C478 48"w/32"none 08/30f06 EJ-14 Manhole.Precast Concrete The Turner Cam m 46"I.D.Manhole x•124"Cone ASTM C 478 48" 10127/)6 F.1-14 M.M.le,Precast Concrete Old-11,P-11 I.c. 48"].D-M.A,&rr/24"Co.,. ASTM C 478 48"Diam w24"Ring 0009110 RI-14 Menbolc.Pmcasl(Reinforre Polymrr)Conrsctc US C—osite Pip, Reinfar d Polymer Coumle ASTM C-76 48"In 72" Manholes&Bases/New/Fiberglass 1126199 iFibmimmanhole Fluid Camafnmem,I— Flowtite ASTM 3753 Non-tra0w ma 08130106 Fibcag]—Manhold L.F.It4:mnfauonn Non-wiffi ea Manholes&Bases/Rehab Systems/Cementitious EI-14 Manhole RchabSystem Quadex 04123!01 E114 Manhole Rehabs stems Standard Cement Materials,Inc. Reliaer MSP PI-14 Manhole Rcheb S lama APIM PemmFmm 4120[[1 E144 Ma.h.1.Rehab S tem SI -Seal Sym— Strung Seal MS2A Rehab 5 tem 5/12M3 E1-14 Manhole Rehab s stem Poly-triplex Tcehwlo ies MH RpRir rodwet L..I.p inrdkation ASTM D5813 08f3W06 General Cancme Repair Flex Keele Tcchnolo ies Viny]PN Kesler Re air Product Mise.Use Manholes&Bases/Rehab Systems/NonCementitious 05120!915 RI-14 IMffil.Rehab Syr— S m Spray W.H PaI ethane Coating ASTM D639M790 EI-14 Manhole Rehab S stems Sun Coast 0]/3lf06 Coatings for Cerro.!.P,.wdan Chesterton Arc79J,S1H6,s1,S2 Acid Resistmice I'm SewetAi liamirnn 8128!2606 Coatm s lar Corrasion Protaclion 1V:—La.imnmrnlal 8-301 and b4-301 SewcrA lic;M- 08130!06 Coatings for Cnn l'rrrtreti.a Citadel SLS-30Solidstip.ay SewcrA licat3ons Pipe/New/Centrifugally Cast Fiberglass Reinforced Pipe/Polymer Modified Concrete 7!21197 Ceot-Cut Fiber ss Hobos Pi a USA,lnc. 1-tabas Pi (Non-Pressure) ASTM D3262/D3754 10/30/03 E7ovrti[e Amitech USA Prepared 2/2912012 Page 1 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:2-29-2012 STANDARD PRODUCTS LIST ApprbV&[- :"Nn. aiiulwMeutloti MnnuraetnRr hfbdelNo. kill6udlSpa 03122/10 Fiber ass Pie A— Bundstrand RPMP Pie ASTM D3262ID3754 4114!05 Polymer Modifier)Couereie Pipe Anritech USA Mcycr Pnlycrete Pipe ASTM C33,A276,1,477 R"to 102",Class V 06109/14 EI-9 Reinforced Polymer Concrete Pie US Com it.Pie Reinf cad Pul er Concrete Pie ASTM C-76 Pipes/New/Concrete * 0-04 Conc.Pi e,Reinforced Wall Concrete Pipe Co.Inc. ASTM C 76 El-04 Cane.Pipe,Reinforced Hydro Conduit Corporation Close HI T&G,SPL Item#77 ASTM C 76 EI-04 Can.Pi e,Reiularced Hanson Concrete Products SPL Item#95-Manhole,#98-Pie ASTM C76 EI-04 Cone.Pipe,Reinforced C—rete Pipe&Products Co.Inc. ASTM C76 PipeslNew/Ductile Iron * LI-06 D.dile Iran Pipe Grit%Pipe Products,Co. Super 13e0-Tile Ductile Iran Pressure Pipe, AW WA 0150,C151 3"rhos 24" EI-06 Ductie Iron Pipe American Ductile iron Pipe Co. Ainerim Fastite P)pe AW WA 0150,Cl 51 4",8"&10" EI-06 Ductile Iron Pipe U&Pipe and Foundry Co. AW WA C150,C151 E1-0fi Ductile Iron Pipe McWane Cast Iran Pipe On. AWWAC150,C151 Pipes/New/PVC(Pressure) 12102111 RI-24 DR-14 PVC Pressure Pipc Pipebfe ler u,— PVC Presaurc Pip AW WA C900 4"lire 12" Pipes/New/HDPE(Pipe Bursting§ipliningl Hi h-d—it d lone i e PhiO's Ddsm i e,due. O licore Ductile Pal lone Pi A57M D 1248 8" * H -density of dh leve pipis plcxco Inc. ASTM D 1248 B" Hi -d—it 0l dh kne pipe Polly ripe,Inc. ASTM D 1248 8" H' -densis of dh leve pip. CSR Hydm ConduiDP cline Systerns McConnell hp.Enlaz ement ASTM D 1248 Piaes/New/PVC*. 11104198 EI-31 PVC C—gawd Sewer Pip. Cotech Construction Products.Inc, Contech A-2000 Sewer Fie ASTM F 949 8"thru 36" H1-31 PVCCorrugated S.—Pipe U .ETI Co.p-y 1111ra mrr ASTM F949 24"t-36°Ont 05104!09 RI-31 PVC Corrugated Sewn,pie Diamond Plastics Corporation CORK 21 ASTM F 949 24"to 36"only 111-25 PVC Sewer Pipe Can-Tex,Industries ASTM D 3034 4"ihm 12" E1-25 PVC Sewn pip. C min-Tcod Praducls Corp ASTM D 3034 4"tbru 15" E1-25 PVC Sewer Pipe N mMamfacturin C ASTM D 3034,D 1784 4"&8" ° B1-25 PVC Sewer Pie I-M Manufacturing n,Inc. ASTM D 1034 4"-15" 12/23857* H1-27 INC Sewer Pipc Diamond Plastics Corporation SDR-26 and SDR-35 ASTM F 789,ASTM D 3034 4"thru 15" H1-27 PVC Sewer Pie Lamson Vylon Pi u ASTM F 789 4"tbru 15" E1-25 PVC Sewer Pipc Exwsion Ted—logien,I.. ASTM D 3034 V.10" 11111198 W-26 jPVC Sewer Pipe Diamard Plastics Co mattan "S"Gravis Sewer Pipe ASTM F 679 18"to 27" E1-28 jPVC S—Pipe 1-M Manufaduring Company,I.. ASTM F679 l8"-27" 11112199 E1-29 PVC Truss Pipe _ Cuntech Caostructian Products,Tc Cantech PVC Truss Pipe _ ASTM D 2680 8"through 15" 09126191 B100-2 Clonal pro01c PVC Pipc Lamson Vylon Pip. Carlon V Ian H.C.Class Profile ASTM F 794 18"lo 48" 11117199 B100-2 Closed Pmrde PVC Pipe Diamond Plastics Corpomdon ASTM 103IM94 18"to 48" 05106105 EZ 2B PVC Sohd Wall Pipc Diamond Plastics Corpornticn PS 46 ASTM F-679 IS"m 48" 04127106 El 25 PVC S—r Fl(thleo Hi— SLIU 26:uul Sm IS Casket b'illGres ASTM D-3034.D-1784.etc r !il-xf ME e"P"p Htee7a—.,lnr UdAttes PVCSeu_i Min FMIJAIs APFRr.D-MO Pipes/New/Ribbed Open Profile Lar>re Diameter 09/26191 11100-2 PVC Sewer Pipe,Ribbed Lamson Vylan Pip. Carlon V lan H.C.Closed Profile Pie ASTM F 679 18"to 48" 09/26191 H100-2 PVC Sewer Pipe,Ribbed Extrusion Technologies,Inc. Ul r-Rib Open Profile Sewer Pie ASTM F 679 18"In 48" 11100-2 PVC Sewer Pi %Ribbed ll.—ETI Company 11/]Oita mlm0 2) Polypropylene(PP)Sewer Pipc,Doubin wall Advanced Drainage Syst—(ADS) SaniTite HP Double Wall(Corru lei ASTM F2716 24"-311" 111011 D (E100-2) Poi ylene(PP)Sewer Pipe,Miple Wall Ad—ced Drainage Sysicros(ADS) SmiTite HP Tri k Wall Pipe ASTM F2764 30"to 60" D5116111 Sleet Reinforced Palyethyleae Pipc CanTech Caostruetion Products Durmaxx ASTM F2562 24"1.72" Pipes/Rehab/CIPP Cumd in Place Pi Insitufm Texark,Ins ASTM F]216 05103!99 1C..dj.Plchpe National Envimtech Group National Liner,(SPL)Item 427 ASTM F-1216M-5813 05129!96 Icaroci in Plaa pipe Reynolds kc/Inliner Technmlgy Onliner USA) Inline Techwi.gy ASTM F 1216 Pipes/Rehab/Fold&Form • T Fold and Form Pie Cullum Pipe 5 toms,I— I VC) 98 Fold and Foran Pia Inshuromr Technologies,Ino Insituform"Nupipe" ASTM F-1504 Fold and Pomr Pipe American Pip.&Plastics,Inc. Demo.Purpose Only 12/04/00 Fold and From Pipe llhral'vier Ultraliw PVC Alloy Pipcliecr ASTM F-1504,1871,1867 06109/03 Fold and Foran Pie Miller Pi line C EX Metlr-d ASTM P-1504,P-1947 Up to 18"di—ter Pipe Enlar¢ment System(Methodl PIM S sleet PIM Co ati-n Pal Ih kae PIM C-P.,Piscm.Wa,N.I. App—ed Previously McConnell Systema Mel.et Co I..ttan Polyethylene Hrwston,TCKB. Approved Prcviausl TRS S terns Tnmchlws Replacement System Pai Nh leve Cal ,Cauada App—ed Previously Pipe Casing Spacers 11104/02 Steel Band Casing Spacers Advanced Products and Systems,Inc. Carbon Steel Spa�as,Model S[ 02102!93 Stainless Steel Casing Space Advanecd Products and Systems,Inc. Make—Steel spacer,Model SSI 04!1.2187 Casing Spacers Cascade Waterworks Msnufaciuring Casing Spacers 0911410 Stainless Steel Casing Spacer Pipdine Seal and Insulator Stainless Steel Casing Spacer Up tD 48"[1>f2> 179114/10 Coater!Steel Casin Spacers Pipeline Seal and Insulator Coated Sled Casio Spam. Up to 48"[1>Q> 05110111 Stainless Steel Casing Spacer P—seal 4810 Powerchock Up to 48"ti>G2> Coatings 02!25102 x L)nin S tem Sanereisen,Inc ScwcrGard 21085 LA Caun #210.1.33 Prepared 2/2912012 Page 2 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATM 2-26-2012 STANDARD PRODUCTS LIST *APmi+IAIxpe,4'7f+1" I�esssificallDn �� AialruSuellubr Wow c, MQvJta' v� . - 12/14701 kpoa Lrnin S tem Rinker Materials Fncch2030and2100Seri. 04/14705 Interior Ductile Iran Prpa C.atirg laduron Protmio 401 ASTM B-I 17 Duntle Iran Pipe Only WATER Pipes/Valves&Fittings/Combination Air Release • ElIfCombination Air Rcicase Valve GA Industries,lna EmpireAk orid Vacuum Valve,MoM935 ASTMA 126 Class B,ASTM A 1"&r E1-11 COmbinali-A¢Release Valve Multi lea Manufactui Co. Crispin Air and Vacuum Valves,Model No. !12"1"&2" • El-It Comhinalin. Air Release Valve Valve and Primer Cu . APCO#143C,#145C and#147C 1",2"&3" PivesNalves&Fittings/Ductile Iron Fittines 07/23192 EI-07 ➢uctile Iron Filings Stec Pipe Products,Inc. Mechanical JOint Fillings AW WA C153&C110 E147 Ductile hvn Ftilt¢ Griffin Pipe Pradua%Co- Me amnical Saint Fittinip AWWA C 110 BI-07 Ductile Iron Filtin s WW er Pi.1 Union Utilities Division Mechanical Joint Fittings.SSB Class 350 AW WA C 153,C 110,C III 05114/98 El-D7 Ductile Iron Fillip Uni-Flange Series 1500 Circle Lock Pipe Rearraims ovim8 El-07 MJ Filtio Sigma,Co. Class 350 C-153 MJ Fittings AWWA CI 53 4"-24" 05/14198 El-07 Ductile Iran Joint Restraints Ford Meter Boz Co. Uni-Flange Series 15000.1,1--k AWWA CI l/C153 4"to 12" 11/09104 HI-07 Dunile Iro¢Jai¢I Restraints One Bolt,lnc. Om Balt Restrained Joint Fining AWWACHUCII&C153 4"t.12" 02129/12 37-11-11 Ductile Iron Pipe Mechanical Joint Restrain EBAA Iron,Inc. Megalug Scrim 1100(for Dl Pipe) AW WA Cll IIC116/C153 4"to 42" 021291!2 33-11-11 jPVCPipeMecha¢9a1 Joint R--,.int EBAA Iron,1- Megalug Series 2000(for PVC Pipe) AW WA C I I IjCl l6/C153 4"to 24" 08/05/64 El-01 Mechanical Joint Retainer Glands Si ma,Ca Sigma One-Lok Mechanical Joint Rcsvaincr AWWA CII IIC153 4"1.24" Bulldog System(➢tantond Lok 21&JM 10717110 81-24 Interior Restrained Joint S tem S&B Tmbmial Products Eagle Lac 900) ASTM F-1624 4"to 12" 68/16/06 EI-07 Mechanical Joint Fitting, Sirindustric. Mcchauirnl Joint Fittings AW\VA 0153 4"in 24" PipesNalves&Fittings/Resilient Seated Gate Valve* Resilient Wofted Gale Valve /no Greys American Flow Canlrol Series 250D Drain #94-20247 16" 12113/02 Resilient Wedge Gate Valve American plow Control Series 2530 aad Series 2536 AWWA C515 30"and 36" D8/31N9 Resilient Wed a Gate Valve American Flow Control Scrim 2520&2524(SD 94-20255) AWWA C515 20"and 24" 05/18199 Rmilima Wedge Gate Valve American Flow Control Series 2516 SD 94-20247) AWWA C515 16" 1012410D EI-26 Resilient Wedge Gate Vale American Fluw Control Scri¢.s 2500 AWWA C509 41F1012" 08/05/04 ttmiliml Wcdgc Gale Valve American Flow Cmud 42"end 48"AFC 2500 AW WA C515 42"and 48" 05/23/91 EJ-26 R-ilkni Wlg.Gate Valve American AVKCa an America¢AVK Resilient Seaded CV AWWA 0509 4"t.12" 01124/02 E1-26 Rmilicnt Wedge Gan Valve A—ri—AVI(Company M0 aodsmalkr E1-26 Resilient Seated Gate Valve Ve..dy 4"-l2" E1-26 _111 ilietSeated Gate Valve _M&H _ 4'-12" • EI-26 Rmilicnt Seated Gate Valve Mueller Co- _ 4--12" !1/08(99 Resilient Wed.,Gate Valve Mueller Ca Series A2361(SD 6641) AW WAC515 16" 01123/03 Rcailkm Wedge Gate Valve Mudlcr Co. Series A2360 f 18"-24"(SD 6709) AW W A C515 24"and smallu 0511305 Resilient Wed,Gale Valve Mueller Ca. M-WII,30"&36',C-515 AWWA C515 30"and 3G' 01/31f06 Resihrnt W,,Igc Gam Vahc Mueller CO. Mrdlrr 42"&48".0-515 AWWA 0515 42"and4R" 01128/88 431-26 Resilknt Wdg,Gate Valve Clow Valve Co. AWWA C509 4"-12' ]0(64[94 Resilient Wed o Gate Valve Clow Valve Co. 16"RS GV(SD D-20995) AWWA C515 16" 11I08199 E1-26 RmL[Imt Wope Gate Valve Clow Vale Co. Clow RW Valve(SD D-21652) AWWA C515 24"and smaller -11129104 Nole .....n.r,,.::m3 06121/10 Resiliml Wcdgc Gale Valve Clow Valve Co. Clow Valve Model2638 AWWA C515 30"149" osms 91 E1-26 R.Uienl Sealed Gate Valve StodLhanr Valves&Fittings Aw A(7509,ANSIVD-swa;A 4"-12" E1-26 JResilitnL Scaled Gait Valve US.Pipe and Foundry Ca. Meaoreal 250,m ovrmenh SPL#74 3"ro 16" Pipes/Valves&Fittings/Rubber Seated Butterfl Valve EI-30 Rubber S.ted D.Rerfly Valve Hcnry Prall Co. AWWA C-504 24" t RI-30 Rubber Seated Butterfly Valve Muellu Ca AWWA C-504 24" 1/11199 EI40 Rubber Seated ButlerflVale Dezurik Valvm Co. AWWA C-504 24"aW larger 06/12103 EI-30 Valmalic A—ican 13.1wil Valve Valmatic Valve and Mandmiur' CV!p, Valntatk American Butterfly Valve. AWWA C-504 Up to 84"diameter 04/06!07 EI-30 Rubber Seated Buue fly Valve M&H Valve MAH Style 4500&1450 AWWA C-504 24"to 48" am !L ng. tat 3112!46 Water Sam!' Station Water Plus B20Watcr Sampling Station DJv Barrel Fire Hydrants 1010187 R-1-12 D Borrel F—Hyd..L A—t—Ekarling Valve Drawing Nas.90-186118,94-18560 AWWA C-502 0313188 E-1-12 D Basel Fives drank American Darling Valve Shp Dr—ig No.94-18791 AWWA C-502 09136/87 E-1-12 Dry Barrel Firc Hydrant Clow Corporafim Shp Dr—ing N..D-19895 AWWA C-502 01112/93 E1-12 Dgrpartel Fire Hydra¢t AmericanAVKC Model 2700 AWWA C-502 08724188 K1-12 Dry Barrel FireHydrant Clow Corporatton an Drawl¢ D20435,D20436.820506 AWWA C-502 E-1-12 D Barrel I-Hydrant =Kcnrwd Valve Stp Drawing No,D-80783FW AWWA C-502 D9/2487 E-1-12 Dry Barrel Fire Hydrant fd&H Valve Company Shop Drawing No.13476 AWWA C-502 Shop Diggs N,6461 1011447 E-1-12 Drylianreffirellydmj Mueller C,,p-y A423 Ceniudon AWWA C-502 Shop Drawing FH-12 o11I588 EI-12 j0ryflarrelFimllydrant Mueller Comgany A4235u er Cenfurian 200 AWWA C-502 100987 P-1-12D Barrel Fire H m U.S.Pip,&Found Sha Drawin No-960250 AWWA C-502 0911687 &1-12 D Barrel Fire H rant Watemus Company Shop D—irip No.SK740903 AWWA C-502 Water Appintenanco 08!08/02 El-18A Plastic Meter Boxes Ras!Jordan Iron Woks,Inc. Meier Baa(Plastic)w1 Cl lid Gass A.B,C WNW Double Strap Saddle Snrith Blair #317 Coated Double Swap Saddle 0 112 6 711 0 SS Tapping Saddle JCM Industrim.Inc. #406 Double Band SS Saddle 1"to 12"to 0113001 Tapping Saddle JCM Industries,Inc. #405 Coaled Tapping Saddle 1"m 12"to 05110/11 Tapping Sleeve Stainless Steep Powerseal 3490AS(Flan )&3490MJ 4"-8"and Ili" 0212" - 33-I2-25 Tapping Sleeve(Coated St-I) Romac RTS 241) AWWA C-223 U to 42"w124"out 02129112 33-12-25 —ing Sleeve Stainless Steel) Romac SSTStainlem Suet AWWA C-223 ll to24"w1212"Out Prepared 212612012 Page 3 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:2-29-2012 STANDARD PRODUCTS LIST SPI mipl Spim No. 'Qwolnc&Hcrn — f►tyllulLcfnrrr MMW xqk► FlnumeW spar Shoe o2f29J12 33-12-25 Ta ping Sleeve(St—T—Steel) Romac SST Ill Slmnaess Steel A W WA C-223 [i to 31r`wf212"Out 05JI0111 loin[Re air Cl Pawerseal 3232 Hell lain[Re air Cla 4".30" 09/28/00 Plast,Mefer Box w Cl Lid ACCUCAST Class"A"PMrsOc Box wf Cl Lid Class"A" 08130!06 Plastic Mclsr Rux u'l Plaslic Lid 17Pl,V plastics lnc. Cl—"A"Pl.fic Hox wf Plaslic Lilt Glass"A" Pol eth 1ene Encasement 05112105 El J3 1F.Irthyleflc Encns;ncnl Plcxsol Packs Mg Fulton Enterprises AWWAC305 8mil LLD 05112fU5 E1-13 Pu1}rlh lens Eurasms;m Mountain States Plastics(MSl')snd AEP Ind, Standard liardware AWWA 0105 Smit LLD 05112115 F1-13 Pnlyethytenc Eneasment AEPlndus[tics Bullstrong by Ceulnwn Bolt&Gaskei AWWACIM 1 -1 LLD -'- o9J0m B101-5 Dom-Check Meter Ames17—pan Madc11t109Delecw Cluck Valve AWWA 0550 4"-10" 08105114 MM.11c Drive Vertical Turbine Hers Ma nede Drive Vertical AW WA C701,Class 1 3W-6" NOTES From Ori final Standard Products List [I> Carrier Pip.I.D. Q> Above 48"A woad on case by case hasis C1> Product Suspended I-5-2-12 a u ar s an u o sev ps a mmrmr1. nv re su taw o r r su a u spa mens pec w unngt t u y rue ton coni pro] Spceif.ati—far specifle prod.m.are included as part ofthc Ccalstrn,h m Contrau Docatnents,the regairemurts of the Technical Sperancatton will ovuride the Fort Werth Water Department's Standard Specirwadona and the Fort Worth Water Depwt is Standard Products L1Ft and approval of the specific products will be based on the requirements of the Tochnical Specifteafion whether or uor the speclfc product meets the Fort Worth Water Depart—t's Sumdud Specifications oris on the Port Worth Water anmeat'a Standard Products List. Prepared PJ29/2012 Paye 4 � | / - ! 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