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HomeMy WebLinkAboutContract 542780 w RECEIVED 2020 GIN OF FORT VVORT11 CITY SECREiARy F0 RTWORTH CONTRACT FOR THE CONSTRUCTION OF 2018 C IP YEAR 2, CONTRACT 15 City Project No. 101476 Betsy Price David Cooke Mayor City Manager Chris Harder, P.E. Water Department Director William Johnson Director, Transportation and Public Works Department Prepared for The City of Fort Worth Water Department March 2020 SHIELD Shield Engineering Group, PLLC 1600 W. 71h Street Smite 200 Fort Worth, TX 76102 817.810.0696 C AEG M: CARNES 1�- P .Y t 0000- CITY R'AlY FT VVORThl, TX FORT WORTH. City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUC'I10N SPECIFICATION DOCUMENTS Page I of 7 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 0005 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 0011 13 Invitation to Bidders 03/09/2020 0021 13 Instructions to Bidders 03/09/2020 0031 15 Engineer Project Schedule 07/20/2018 0032 15 07/20/2018 0032 15.1 Baseline Example 07/20/2018 0032 15.2 Progress Example 07/20/2018 00 32 15.3 Progress Narrative 07/20/2018 0032 15.4 Submittal Process 07/20/2018 0035 13 Conflict of Interest Statement 02/24/2020 0041 00 Bid Form 03/09/2020 00 42 43 Proposal Forin Unit Price 01 /20/2012 0043 13 Bid Bond 09/11/2017 00 43 37 Vendor Compliance to State Law Nonresident Bidder 06/27/201 1 0045 11 Bidders Prequalifications. 07/01/2011 004512 Pre ualificationStatement 07/01/2011 0045 13 Bidder Prequalification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 0710112011 00 45 40 Minority Business Enterprise Goal 06/09/2015 00 45 41 06/09/2015 00 52 43 Agreement 09/06/2019 0061 13 Performance Bond 07/01/2011 0061 14 Payment Bond 07101 /2011 0061 19 Maintenance Bond 07/01/2011 0061 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 03/09/2020 00 73 00 Supplementary Conditions 03/09/2020 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 2500 Substitution Procedures 07/01/2011 01 31 19 Preconstruction Meeting 08/17/2012 01 31 20 Project Meetings 07/01/2011 01 32 16 Construction Progress Schedule 07/01/2011 01 3233 Preconstruction Video 07/01/2011 01 3300 Submittals 12/20/2012 01 35 13 Special Project Procedures 12/20/2012 01 4523 Testing and Inspection Services 03/09/2020 01 5000 Temporary Facilities and Controls 07/04/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storin Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Si na e 07/01/2011 01 6000 Product Requirements 03/09/2020 CITY OF PORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 7 01 6600 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Staking and Survey 02/14/2018 01 7423 Cleaning 07/01/2011 0177 19 Closeout Requirements 07/01/2011 01 78 23 Operation and Maintenance Data 12/20/201.2 01 7839 Project Record Documents 07/01/2011 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 02 41 14 Utility Removal/Abandonment CFW Utility Construction Policy— 2019 Division 32 — Exterior Improvements 32 16 13 Curb Gut, Valley Gut Division 34 — Transportation 34 71 13.01 Traffic Control -Neighborhood Street Projects Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http:Hfortworth texas.14ov/tpw/eontractors/ or https:Hapi)s.fort,vvorthtexas.gov/ProjectRescurce.s/ Divisinn 02 - Existing Cnnditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 0334 13 Controlled Low Strength Material CLSM 12/20/2012 0334 16 Concrete Base Material for Trench Repair 12/20/2012 934440 n, adif ,,Eons to Existing Go • t StF ,.+,,Fes ]PI2.012012. Division 26 - Electrical Division 31 - Earthwork CITY OF FORT WORTH 2O18 CI Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCIMENTS CPN 101476 Revised March 9, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 7 31 1000 Site Clearing 12/20/2012 31 23 16 Unclassified Excavation 01/28/2013 21�-2-3 iW 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 3 1�-nivv RiffW12/20/2012 - Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 12/20/2012 3201 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 11 33 Cement Treated Base Courses 12/20/2012 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 32 12 16 Asphalt Paving 12/20/2012 32 1273 Asphalt Paving Crack Sealants 12/20/2012 32 13 13 Concrete Paving i 2/201201.2 32 13 20 Concrete Sidewalks, Driveways and Harrier Free Rams 06/05/2018 32 1373 Concrete Paving Joint Sealants 12/20/2012 '7'1�0 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 1723 Pavement Markings 11/22/2013 32 17 25 Curb Address Painting 11/04/2013 3231 13 Chain Fences and Gates 12/20/2012 3231 26 Wire Fences and Gates 12/20/2012 3231 29 Wood Fences and Gates 12/20/2012 3232 13 Cast -in -Place Concrete Retaining Walls 06/05/2018 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 3292 13 Hydro -Mu I chin , Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 3301 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television CCTV lns ection 03/03/2016 3303 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33-04-4-0 12 20/2012 �2�T Gor-fesi o., /-'.,,-.tral Test St.,t;mAs 1777nrz_r�._0/20-rc7n12 340447 --a 12 r V2012 rcrzvrzv-xz 33 04 30 Temporary Water Services 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 33 05 13.10 Frame, Cover and Grade Rings --- Composite 01/22/2016 CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 7 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 12/20/2012 3305 16 Concrete Water Vaults 12/20/2012 3305 17 Concrete Collars 12/20/2012 3-3-95-Z9 Atiger BOFillff, 12/201201-2 33-0T24 '1Z7ZVI'LV'fZ 33 05 22 Steel Casing Pie 12/20/2012 33 05 24H—RA124GQ 1 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06119/2013 33 05 26 Utility Markers/Locators 12/20/2012 33 0530 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pie 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride PVC Pressure Pie 11/16/2018 33 I 1 I ZPipe,12/20/2012 7 T -12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 34barge17»� 33 1220 Resilient Seated Gate Valve 12/20/2012 44-1 1 n rn�rn n 0 33 1225 Connection to Existing Water Mains 02/06/2013 33 1230 Combination Air Valve Assemblies for Potable Water Systems t2/20/2012 33 1240 Fire Hydrants 01/03/2014 33 1250 Water Sample Stations 12/20/2012 33 1260 Standard Blow -off Valve Assembly 06119/2013 3331 12 Cured in Place Pipe C1PP 12/20/2012 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 33 31 15 High Density Polyethylene HDPE Pipe for Sanitary Sewer 12/20/2012 33 31 20 Polyvinyl Chloride PVC Gravity Sanitary Sewer Pie 06/1.9/2013 3331 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 12/20/2012 24 21 77 �r rza 1�1�nr�n1� z Z? 21_23 Q. Sewer Pipe Enlargement 12r201201 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 Sanitary_1 11 rnbr- n 1 r1n 1 1 3339 10 Cast -in -Place Concrete Manholes 12/20/20I2 33 39 20 Precast Concrete Manholes 12/20/201.2 33 3930 A4.,.,1 A1p.n i2r20r2012 44-3940 1.11 /l 2 33 3960 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/201 t 34444-4-Polyethylene,, r�� 3444y 11/1z_� 3/2O�n1c 3- n � "vv nn 7TTv �z 1=0/2012 3�_ ova;_ 07/01�_r-o1/2011nn11 3 a �46nt T-roneh r�...,,.,., 07r01 r1 .011z 3349 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 CITY OF PORT WORT] 1 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 7 33 49 20 Curb and Drop Inlets 112/20/2012 s33 49 �nnStonn07/0 20rT Division 34 - Transportation 3 -4, _-10 Traffie Signals 10/-12 2019 �A n�-r44-=riTVT ^r-„aaehme- t A r-An treI Ier-G.A—hi.,.,+ 12n 5 � n n�0z 4X40-14 3 A A�-_r- � 1 10.03 ZT �0-%z 3n ni 1I I I22r20i3 7-,--n-�� 2 A gi�1 2/20„_0r7n 12 3n n 1 1 cReetangular-1 i /2-2/ 0 i 3 34A4-4-6 Pedestrian Hybrid Signal 1111 22/20 -' 24411n 1�r2n1�n12 T-rcv zzrsvrLv-xz 34 na--r4 1 20.01 A 1#ew;,,l T RTl Roadway T , o 06/10 542011 5 3A A l -20,0 06A ck2n l c �--r---r-r-cv: v� �.s 2A n� 3Readway06/10 c�115 3441 30 Aluminum Signs 11/12/2013 �n n 1 cn 02r26/2016 �-,--r,-�v v�rcvrzozv 3471 13 Traffic Control 11/22/2013 CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 7 Appendix GC-4.02 Subsurface and Physical Conditions GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised Marcie 9, 2020 Ciky of Fort Worth, Texas Mayor and ounce Clot°Fnraur H'ca o®n DATE: Tuesday, June 23, 2020 REFERENCE NO.: **M&C 20-0456 LOG NAME: 602018CIPY2C15-TEXASBIT SU13JECT: Authorize Execution of a Contract with Texas Materials Group, dba Texas Bit, in the Amount of $7,543,467.02 for Combined Street Paving Improvements, Storm Drain and Water and Sanitary Sewer Main Replacements for 2018 Bond Street Reconstruction Contract 15 Project, Adopt Appropriation Ordinances and Update the FY2020-2024 C1P (COUNCIL. DISTRICT 8) RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of a contract with Texas Materials Group, dba Texas Bit, in the amount of $7,543,467.02 for combined street paving improvements, storm drain and water and sanitary sewer main replacements for 2018 Bond Street Reconstruction Contract 15 project (City Project No. 101476); 2. Adopt the attached Appropriation Ordinance increasing receipts and appropriations in the Water & Sewer Capital Projects Fund in the amount of $4,283,751.00 transferred from available funds within the Water & Sewer Fund; 3. Adopt the attached Appropriation Ordinance adjusting appropriations in the 2018 Bond Program Fund by increasing appropriations in 2018 Bond Street Reconstruction Contract 15 Project, in the amount of $4,544,024.00 and reducing appropriations in the Street Construction/Reconstruction/Rehabilitation Programmable Project (City Project No. P130001) by the same amount; and 4. Adopt the attached Appropriation Ordinance adjusting receipts and appropriations in the Stormwater Capital Projects fund by increasing receipts and appropriations in the 2018 Bond Street Reconstruction Contract 15 project in the amount of $282,500.00 and decreasing receipts and appropriations in the Drainage Improvements programmable project (City Project No. P00043) by the same amount. DISCUSSION: This Mayor and Council Communication (M&C) is to authorize a construction contract for water and/or sanitary sewer, stormwater and paving improvements on approximately 4.79 lane miles for the 2018 Bond Street Reconstruction Contract 15 along with Sanitary Sewer and Stormwater Improvements on the following streets and easements: Street Driess Street 11 From E. Magnolia Avenue 11E. Myrtle InLreet. Iscope Water/Paving E. 4th Street rDenairAvenue Brandies Street Water/Paving Firginia Avenue Stella Street E Annie l[Wter/Paving Street F��F arnila Street Vickery Boulevard WaterlPaving =Ayersvenue FMeadowbrook ive MnWaterlSewer/Paving Avenue t. Verno Purington Avenue E. Lancaster Avenue Ben Avenue WaterlPaving Wilkinson Avenue Harwood Street Barron Street Water/Paving 11 Meadowbrook Greenlee Wilson Road Drive Street Water/Sewer/Paving Wallace Street E. Rosedale Street Avenue J Water/Sewer/Paving Easement Between Meadowbrook Drive Harwood Sandborn Sewer and Wilkinson Street Street Avenue Harwood Street Purington Avenue Lancaster Avenue 5tormwater The Transportation & Public Works Department's share on this contract is $3,762,263.72 (Paving: $3,542,419.34; Storm Drain: $219,844.38). The paving funds for this project are included in the 2018 Bond Program. Available resources within the General Fund will be used to provide interim financing until debt is issued. Once debt associated with the project is sold, bond proceeds will reimburse the General Fund in accordance with the statement expressing Official Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election (Ordinance No. 23209-05-2018) and subsequent actions taken by the Mayor and Council. The Water Department's share on this contract is $3,781,203.30 will be available in the Water & Sewer Capital Projects Fund of the project (City Project No. 101476). The project was advertised for bid on March 26, 2020, and April 2, 2020, in the Fort Worth Star -Telegram. On April 30, 2020, the following bids were received: Bidder Amount Time of Completion Belt Construction, Inc. a $7,392,617.50 Gra-Tex Utilities, Inc. b Texas Materials Group, dba _1[$7 Texas Bit $7,408,866.10 543 467.02 540 Calendar Days Stabile & Winn, Inc. $7,879,046.76 McClendon Construction Co. $9,112,075.00 Jackson Construction, Ltd $10,163,332.00 a Bid rejected due to Belt Construction, Inc.'s failure to underbid the Texas resident bidders by 51% as is required by Texas law pegged to Belt Construction's home state of Arkansas' statutes. b Bid rejected as not being in the best interest of the City due to an apparent unbalanced bid item. Staff recommends award of the contract to the next lowest responsible bidder, Texas Materials Group, dba Texas Bit. In addition to the contract amount, $1,243,333.00 (Water: $311,174.00, Sewer: $67,004.00, Paving: $824,484.00, Storm Drain: $40,671.00) is required for project management, material testing and inspection and $323,474.28 (Water: $97,038.00, Sewer: $27,331.00, Paving: $177,120.66, Storm Drain: $21,984.62) is provided for project contingencies. This project will have no impact on the Transportation & Public Works nor the Water Department's operating budget when completed. Construction is expected to start in September 2020 and be completed by April 2022. The sanitary sewer component of this project is part of the Water Department's Sanitary Sewer Overflow Initiative Program. Appropriations for the water, sanitary sewer and paving improvements for 2018 Bond Street Reconstruction Contract 15 project by Fund will consist of the following: Fund Existing Appropriations lAdditional Appropriations Project Total* 2018 Bond Program - Fund $329,808.00 $4,544,024.00 $4,873,832.00 34018 Storm Water Capital Projects $0.00 $282,500.00 $282,500.00 Fund - 52002 Water & Sewer Capital Projects _ $509,138.00 $4,283,751.00 $4,792,889.00 1. Fund 56002 Project Total $838 946.00 $9,110,275.00 $9,949,221.00 `Numbers rounded for presentation purposes. M/WBE OFFICE: Texas Materials Group, dba Texas Bit is in compliance with the City's BIDE Ordinance by committing to 15 percent MBE participation on this project. The City's MBE goal on this project is 15 percent. The 2018 Bond Program funding was included in the 2020-2024 Capital Improvement Plan for project P130001. In order to administratively track the spending of all funding sources in one project, appropriation ordinances are needed to move appropriations from the programmable project to the jointly funded static project. This action will update the 2020-2024 Capital Improvement Plan. This project is located in COUNCIL. DISTRICT 8. FISCAL. INFORMATION I CERTIFICATION: The Director of Finance certifies that funds are available in the current operating budget of the Water & Sewer Fund, and upon the approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the current capital budgets, as appropriated, in the Water & Sewer Capital Projects Fund, Stormwater Capital Projects Fund and the 2018 Bond Program Fund. Prior to any expenditure being incurred, the Transportation & Public Works and Water Departments have the responsibility to validate the availability of funds. FUND IDENTIFIERS FIDs : Fund Department Account Project IProgram etiVity) Budget j Reference # mounts I® ID Year _ (Chartfield 2) FROM ]Fundl Department ccount� Project Program ctivity Budget I Reference # �4rnount I® _� I� _ Year i (Chartfield 2�� CERTIFICATIONS: Submitted for City Manager's Office by: Dana Burghdoff (8018) Originating Department Head: Chris Harder (5020) Additional Information Contact: Pratima Poudyal (6149) ATTACHMENTS 1. 602018CIPY2C15-TEXASBIT Compliance Memo.pdf (CFW Internal) 2. 602018CIPY2C15-TEXASBIT funds avail.docx (Public) 3. 602018CIPY2CI5-TEXASBIT Map 2.pdf (Public) 4. 602018CIPY2C15-TEXASBIT SAM.pdf (CFW Internal) 5. 602018CIPY2C15-TEXASBIT 34018 AO20.doc.N (Public) 6. 602018CIPY2C15-TEXASBIT 52002 AO20.docx (Public) 7. 602018CIPY2C15-TEXASBIT 56002 AO20(R2).docx (Public) 8. 602018CIPY2C15-TEXASBIT FID Table Updated.xlsx (CFW Internal) 9. M & C Map 602018CIPY2C15-TEXASBIT.pdf (Public) 10. 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Bidders shall acknowledge receipt of this Addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The Specifications and Contract Documents for City Project No. 101476 are hereby revised by this Addendum No. 1 as follows: 1. Specifications Section 00 1113 — INVITATION TO BIDDERS to be REPLACED in its entirety with attached revised Invitation to Bidders. Changes to the original include" Various procedural changes for COVID-19 This Addendum No. 1 forms part of the Specifications and Contract Documents for the above referenced project and modifies the original Project Manual & Contract documents of same. Acknowledge your receipt of Addendum No. 1 by completing the requested information at the following locations: (1) in the space provided in Section 00 41 00, Bid Form, Page 3 of 3, and (2) indicate in upper case letters on the outside of your sealed bid envelope "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 9" Include a signed copy of Addendum No. 1 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 1 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. Addendum No. 1 Christopher Harder, P.E. RECEIPT WWEED. Director, Water Department �AV By: By: _ �_ _ Tony Sho[ola, P.E. Company. �'4AV G' q��R �� Assistant Director, Water Department 0011 13 INVITATION TO BIDDERS Page I of SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIAS Due to the COVI.D19 Emergency declared by the City of Fort Worth and until the emergency declaration, as amended, is rescinded, sealed bids for the construction of Contract 2018 CIP Year 2, Contract 15, CPN 101476 ("Project") will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday, April 30th, 2020 as fiirther described below: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76102 Bids will be accepted by: 1. US Mail at the address above, 2. By courier, FedEx or hand delivery from 8.30-1:30 on Thursdays only at the South End Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102. A Purchasing Department staff person will be available to accept the bid and provide a time stamped receipt, or 3. If the bidder desires to submit the bid on a day or time other than the designated Thursday, the bidder must contact the Purchasing Department during normal working hours at 817-392-2462 to make an appointment to meet a Purchasing Department employee at the South End Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102, where the bid(s) will be received and tune/date stamped as above. Bids will be opened publicly and read aloud at 2:00 PM CST in the City Council Chambers and broadcast through live stream and CFW public television which can be accessed at h ://fortworthtexas. The general public will not be allowed in the City Council Chambers. GENERAL DESCRIPTION OF WORD The major work will consist of the (approximate) fallowing: Water: 2,540 LF 12" Water Pipe 8,870 LF 8" PVC Water Pipe 15 EA Fire Hydrant Sanitary Sewer: 1611 LF 8" Sewer Pipe 6 EA 4' Manhole 16 EA 4' Extra Depth Manhole 4 CY Sanitary Line Grouting Asphalt Pavement: 21,395 LF 6" Curb and Gutter 42,380 SF 6" Concrete Driveway 36,170 SF 4" Concrete Sidewalk 17,362 SY 11"Pavement Pulverization CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Temporarily Revised Match 25, 2020 due to COVIDI 9 Emergency 0011 I3 INVITATION TO BIDDERS Page 2 of 3 PREQUALYFICxiTION The improvements included in this project must be performed by a contractor who is pre - qualified by the City at the time of bid opening. The procedures for qualification and pre - qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at It ://www.for€--------htexaL og_vi•--- -ichasinW and clicking on the link to the advertised project folders on the City's electronic document management and collaboration system site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from Shield Engineering Group, PLLC 1600 Vh Street, Suite 200 Fort Worth, TX 76102 The cost of Bidding and Contract Documents is: ,Set of Bidding and Contract Documents with full size drawings: $100.00 Set of Bidding and Contract Documents with .half size (if available) drawings: $50.00 PREBID CONFERENCE A prebid conference will not be held. If a prebid conference is not being held, prospective bidders can e-mail questions or comments in accordance with Section 6 of the Instructions to Bidders referenced above to the project manager(s) at the e-mail addresses listed below. Emailed questions will suffice as "questions in writing" and the requirement to formally mail questions is suspended. If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn. Pratima Poudyal, PE, City of Fort Worth Email: pratilna.poudyal@fortworthtexas.gov Phone: 817-392-61 d9 AND/OR Attn: Craig Barnes, PE, Shield Engineering Group, PLLC Email: craig.barnes@segplle.com Phone: 817-810-0696 CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Temporarily Revised March 25, 2020 due to COVIDI9 Emergency 00 11 13 INVITATION TO BIDDERS Page 3 of 3 EXPRESSION OF INTEREST To ensure bidders are kept up to date of any new information pertinent to this project or the COVIDI9 emergency declaration, as amended, as it .may relate to this project, bidders are requested to email Expressions of Interest in this procurement to the City Project Manager and the Design Engineer. The email should include the bidder's company name, contact person, that individuals email address and phone number. All Addenda will be distributed directly to those who have expressed an interest in the procurement and will also be posted in the City of Fort Worth's purchasing website at http://fi ' ihtexas.gov/purchasL PLANHOLDERS To ensure you are kept up to date of any new information pertinent to this project such as when an addenda is issued, download the Plan Holder Registration form to your computer, complete and email it to the City Project Manager or the Design Engineer. The City Project Manager and Design Engineer are responsible to upload the Plans Holder Registration form to the Plan Holders folder in BIM360. Mail your completed Plan Holder Registration form to those listed in INQUIRIES above. ADVERTISEMENT DATES March 26th, 2020 April 2nd, 2020 END OF SECTION CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Temporarily Revised March 25, 2020 due to COVIDI 9 Emergency CITY OF FORS" WORTH WATER DEPARTMENT WATEV, SANITARY SEWM AND FADING IMPROVEMENTS 2018 CIP Year 2, Contract 15 City Project No. 101.476 ADDENDUM NO.2 Unit 1 —Water Unit 2 — Sanitary Sewer Unit 3 — paving Improvements Unit 4 — Stormwater Improvements Addendum No 1 issued: March 30, 2020 Addendum No 2 issued: April 10, 2020 Bid Receipt Date: April 30, 2020 This Addendum forms part of the Specifications and Contract Documents and modifies the original Specifications and Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The Specifications and Contract Documents for City Project No. 101476 are hereby revised by this Addendum No. 2 as follows: 1. Specifications Section 00 11 13 — INVITATION TO BIDDERS to be REPLACED in its entirety with attached revised Invitation to Bidders. Changes to the addendum 1 include: 0 MBE form submission procedural change for COVID-19 2. Specifications Section GC-6.06D — Minority and Women Owned Business Enterprise Compliance to be REPLACED in its entirety with attached revised Minority and Women Owned Business Enterprise Compliance. Changes to the original contract include: u MBE documentation submission procedural change for COVID-19 - This Addendum No. 2 forms part of the Specifications and Contract Documents for the above referenced project and modifies the original Project Manual & Contract documents of same. Acknowledge your receipt of Addendum No. 2 by completing the requested information at the following locations: (1) in the space provided in Section 00 41 00, Bid Form, Page 3 of 3, and (2) indicate in upper case letters on the outside of your sealed bid envelope "RECEIVED AND ACKNOWLEDGED ADDENDUM! NO. 2" Include a signed copy of Addendum No. 2 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 2 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. Addendum No. 2 Christopher Harder, P.E. RECEIPT ASK W PG Director, Water Department.. Tony Sholofa, P.E. Company: /e' Assistant Director, Water Department CITY OF FORT WORTH WATER DEPARTMENT WATER, SANITARY SEWER AND PAVING IMPROVEMENTS 2018 CIP Year 2, Contract 15 City Project No. 101476 ADDENDUM NC. 3 Unit 1® Water Unit 2 m Sanitary Sewer Unit 3 — Paving Improvements Unit 4 m Stormwater Improvements Addendum No 1 issued: March 30, 2020 Addendum No 2 Issued: April 10, 2020 Addendum No 3 issued: April 28, 2020 Bid Receipt Date: April 30, 2020 This Addendum forms part of the Specifications and Contract Documents and modifies the original Specifications and Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The Specifications and Contract Documents for City Project No. 101476 are hereby revised by this Addendum No. 3 as follows: 1. Specifications Section 00 32 IS— Construction Project Schedule and attachments — attached herein and ADDED. 2. Specifications Section 00 42 43 -- (PROPOSAL FORM to be REPLACED in its entirety with attached revised PROPOSAL FORM. 3. Specifications Section 00 45 40 -- (Temporary Revision 416/2020 (COVID-19)) — attached herein and ADDED. 4. Specifications Section 34 71 13.01 -- ADDED Date Revised — attached herein and ADDED. a. Specifications Section 34 71 13.01, Traffic Control — Neighborhood Street Projects has recently been revised. The Contractor should read and become familiar with this section before bidding on the project 4. Construction Plan Sheet Revision - Shoots 71, 73, 80, 86, 97 — attached herein. This Addendum No. 3 forms part of the Specifications and Contract Documents for the above referenced project and modifies the original Project Manual & Contract documents of same. Acknowledge your receipt of Addendum No. 3 by completing the requested information at the following locations: A-1 Addendum No. 3 Contract 2014 WSM-A Part 3 CPN 102695 (1) in the space provided in Section 00 41 00, Sid Form, Page 3 of 3, and (2) indicate in upper case letters on the outside of your sealed bid envelope "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 3" Include a signed copy of Addendum No. 3 in the sealed bid envelope at fihe time of bid submittal. Failure to acknowledge receipt of Addendum No. 3 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. Addendum No. 3 Christopher Harder, P.E. RECEIPT ACKNOWLEDGED: Director, Water ❑epare By. By: A-)� e /0/4- Tony Sholola, P.E. Company:_. l�1�s� J Assistant Director, Water Department A-1 Addendum No. 3 Contract 2014 WSM-A Part 3 CPN 102695 CITY OF FORT WORTH WATER DEPARTMENT WATER, SANITARY SEWER AND PAVING IMPROVEMENTS 2018 CIP Year 2, Contract 15 City Project No. 101476 ADDENDUM NO. 1 Unit 1— Water Unit 2 — Sanitary Sewer Unit 3 -- Paving Improvements Unit 4 — Stormwater Improvements Addendum No 1 issued: March 30, 2020 Bid Receipt Date: April 30, 2020 This Addendum forms part of the Specifications and Contract Documents and modifies the original Specifications and Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The Specifications and Contract Documents for City Project No. 101476 are hereby revised by this Addendum No. 1 as follows: 1. Specifications Section 00 11 13 — INVITATION TO BIDDERS to be REPLACED in its entirety with attached revised Invitation to Bidders. Changes to the original include: Various procedural changes for COVID-19 This Addendum No. 1 forms part of the Specifications and Contract Documents for the above referenced project and modifies the original Project Manual & Contract documents of same. Acknowledge your receipt of Addendum No. 1 by completing the requested information at the following locations: (1) in the space provided in Section 00 41 00, Bid Form, Page 3 of 3, and (2) indicate in upper case letters on the outside of your sealed bid envelope RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 9" Include a signed copy of Addendum No. 1 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 1 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. Addendum No, 1 RECEIPT ACKNOWLEDGED: AS Company: Christopher Harder, P.E. Director, Water Department VAS By:. Tony Sholola, P.E_ Assistant Director, Water Department 00 11 17 INVITATION TO BIDDERS Page I of 3 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Due to the COVI13I9 Emergency declared by the City of Fort Worth and until the emergency declaration, as amended, is rescinded, sealed bids for the construction of Contract 2018 CIP Year 2, Contract 15, CPN 101476 ("Project") will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday, April 30th, 2020 as further described below: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76IO2 Bids will be accepted by: 1. US Mail at the address above, 2. By courier, FedEx or hand delivery from 8:30-1:30 on Thursdays only at the South End Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102. A Purchasing Department staff person will be available to accept the bid and provide a time stamped receipt; or 3. If the bidder desires to submit the bid on a day or time other than the designated Thursday, the bidder must contact the Purchasing Department during normal working hours at 817-392-2462 to make an appointment to meet a Purchasing Department employee at the South End Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102, where the bid(s) will be received and time/date stamped as above. Bids will be opened publicly and read aloud at 2:00 PM CST in the City Council Chambers and broadcast through live stream and CFW public television which can be accessed at http://fortNvorthtexas.gov/fwty/. The general public will not be allowed in the City Council Chambers. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Water: 2,540 LF 12" Water Pipe 8,870 LF 8" PVC Water Pipe 15 EA Fire Hydrant Sanitary Sewer: 1611 LF 8" Sewer Pipe 6 EA 4' Manhole 16 EA 4' Extra Depth Manhole 4 CY Sanitary Line Grouting Asphalt Pavement: 21,395 LF 6" Curb and Gutter 42,380 SF 6" Concrete Driveway 36,170 SF 4" Concrete Sidewalk 17,362 SY 11" Pavement Pulverization CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Temporarily Revised March 25, 2020 due to COVID 19 Emergency 00 11 13 INVITATION TO BIDDERS Page 2 of 3 PREQUALIFICATION The improvements included in this project must be performed by a contractor who is pre - qualified by the City at the time of bid opening. The procedures for qualification and pre - qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http://www.for't,,vortli.texas.goN,/pureliasin / and clicking on the link to the advertised project folders on the City's electronic document management and collaboration system site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from Shield Engineering Group, PLLC 1600 7t1i Street, Suite 200 Fort Worth, TX 76102 The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $100.00 Set of Bidding and Contract Documents with half size (if available) drawings: $50.00 PREBID CONFERENCE A prebid conference will not be held. If a prebid conference is not being held, prospective bidders can e-mail questions or comments in accordance with Section 6 of the Instructions to Bidders referenced above to the project manager(s) at the e-mail addresses listed below. Emailed questions will suffice as "questions in writing" and the requirement to formally mail questions is suspended. If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Pratima Poudyal, PE, City of Fort Worth Email: pratilna.poudyal@fortworthtexas.gov Phone: 817-392-6149 AND/OR Attn: Craig Barnes, PE, Shield Engineering Group, PLLC Email: craig.barnes@segpllc.com Phone: 817-810-0696 CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUM17NT CPN 101476 Temporarily Revised March 25, 2020 duc to COVIDI9 Emergency 00It 13 INVITATION TO BIDDERS Page 3 of 3 EXPRESSION OF INTEREST To ensure bidders are kept up to date of any new information pertinent to this project or the COVIDI9 emergency declaration, as amended, as it may relate to this project, bidders are requested to email Expressions of Interest in this procurement to the City Project Manager and the Design Engineer. The email should include the bidder's company name, contact person, that individuals email address and phone number. All Addenda will be distributed directly to those who have expressed an interest in the procurement and will also be posted in the City of Fort Worth's purchasing website at http://foi-tworthtexas.gov/purchasing/ PLAN HOLDERS To ensure you are kept up to date of any new information pertinent to this project such as when an addenda is issued, download the Plan Holder Registration form to your computer, complete and email it to the City Project Manager or the Design Engineer. The City Project Manager and Design Engineer are responsible to upload the Plans Holder Registration form to the Plan Holders folder in BIM360. Mail your completed Plan Holder Registration form to those listed in INQUIRIES above. ADVERTISEMENT DATES March 26th, 2020 April 2nd, 2020 END OF SECTION CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Temporarily Revised March 25, 2020 due to COV1D19 Emergency CITY OF FORT WORTH WATER DEPARTMENT WATER, SANITARY SEWER AND PAVING IMPROVEMENTS 2018 CIP Year 2, Contract 15 City Project No. 101476 ADDENDUM NO.2 Unit 1 Water Unit 2 — Sanitary Sewer Unit 3 -- Paving Improvements Unit 4— Stormwater Improvements Addendum No 1 issued: March 30, 2020 Addendum No 2 issued: April 10, 2020 Bid Receipt Date: April 30, 2020 This Addendum forms part of the Specifications and Contract Documents and modifies the original Specifications and Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The Specifications and Contract Documents for City Project No. 101476 are hereby revised by this Addendum No. 2 as follows: 1. Specifications Section 00 11 13 — INVITATION TO BIDDERS to be REPLACED in its entirety with attached revised Invitation to Bidders. Changes to the addendum 1 include: • MBE form submission procedural change for COVID-19 2. Specifications Section GC-6.06D — Minority and Women Owned Business Enterprise Compliance to be REPLACED in its entirety with attached revised Minority and Women Owned Business Enterprise Compliance. Changes to the original contract include: • MBE documentation submission procedural change for COVID-19 This Addendum No. 2 forms.part of the Specifications and Contract Documents for the above referenced project and modifies the original Project Manual & Contract documents of same. Acknowledge your receipt of Addendum No. 2 by completing the requested information at the following locations: (1) in the space provided in Section 00 41 00, Bid Form, Page 3 of 3, and (2) indicate in upper case letters on the outside of your sealed bid envelope "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 2" Include a signed copy of Addendum No. 2 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 2 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. Addendum No. 2 RECEIPT ACKNOWLEDGED: to Company: Christopher Harder, P.E. Director, Water Department I Tony Sholola, P.E. Assistant Director, Water Department 00 11 13 INVITATION TO BIDDERS Page I of 3 SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS Due to the COVIDI9 Emergency declared by the City of Fort Worth and until the emergency declaration, as amended, is rescinded, sealed bids for the construction of Contract 2018 CIP Year 2, Contract 15, CPN 101476 ("Project") will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday, April 30th, 2020 as further described below: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76102 Bids will be accepted by: I. US Mail at the address above, 2. By courier, FedEx or hand delivery from 8:30-1:30 on Thursdays only at the South End Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102. A Purchasing Department staff person will be available to accept the bid and provide a time stamped receipt; or 3. If the bidder desires to submit the bid on a day or time other than the designated Thursday, the bidder must contact the Purchasing Department during normal working hours at 817-392-2462 to make an appointment to meet a Purchasing Department employee at the South End Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102, where the bid(s) will be received and time/date stamped as above. Bids will be opened publicly and read aloud at 2:00 PM CST in the City Council Chambers and broadcast through live stream and CFW public television which can be accessed at htti)://foi-tworthtexas.g.ov/fivty/. The general public will not be allowed in the City Council Chambers. In addition, in lieu of delivering completed MBE forms for the project to the Purchasing Office, bidders shall e-mail the completed MBE forms to the City Project Manager no later than 2:00 p.m. on the second City business day after the bid opening date, exclusive of the bid opening date. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Water: 2,540 LF 12" Water Pipe 8,870 LF 8" PVC Water Pipe 15 EA Fire Hydrant Sanitary Sewer: 1611 LF 8" Sewer Pipe 6 EA 4' Manhole 16 EA 4' Extra Depth Manhole 4 CY Sanitary Line Grouting CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Temporarily Revised March 25, 2020 due to COVID r 9 Emergency 00 11 13 INVITATION TO BIDDERS Page 2 of 3 Asphalt Pavement: 21,395 LF 6" Curb and Gutter 42,380 SF 6" Concrete Driveway 36,170 SF 4" Concrete Sidewalk 17,362 SY 11" Pavement Pulverization PREQUALIFICATION The improvements included in this project must be performed by a contractor who is pre- qualifed by the City at the time of bid opening. The procedures for qualification and pre - qualification are outlined in the Section 00 21 13—TNSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division webs ite at http://ww�v.fortxvoi-tlitexas.goN,/purellasin-)/ and clicking on the link to the advertised project folders on the City's electronic document management and collaboration system site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from Shield Engineering Group, PLLC 1600 Th Street, Suite 200 Fort Worth, TX 76102 The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings. $100.00 Set of Bidding and Contract Documents with half size (if available) drawings: $50.00 PREBID CONFERENCE A prebid conference will not be held. If a prebid conference is not being held, prospective bidders can e-mail questions or comments in accordance with Section 6 of the Instructions to Bidders referenced above to the project manager(s) at the e-mail addresses listed below. Emailed questions will suffice as "questions in writing" and the requirement to formally mail questions is suspended. If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. CITY OF FORT WORTH 2O19 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Temporarily Revised March 25, 2020 due to COVIDI9 Emergency OO 11 13 INVITATION TO BIDDERS Page 3 of 3 INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Pratima Poudyal, PE, City of Fort Worth Email. pratima.poudyal@fortworthtexas.gov Phone: 817-392-6149 AND/OR Attn: Craig Barnes, PE, Shield Engineering Group, PLLC Email: craig.barnes@segpllc.com Phone: 817-810-0696 EXPRESSION OF INTEREST To ensure bidders are kept up to date of any new information pertinent to this project or the COVIDI9 emergency declaration, as amended, as it may relate to this project, bidders are requested to email Expressions of Interest in this procurement to the City Project Manager and the Design Engineer. The email should include the bidder's company name, contact person, that individuals email address and phone number. All Addenda will be distributed directly to those who have expressed an interest in the procurement and will also be posted in the City of Fort Worth's purchasing website at littp://fortworthtexas.gov/purchasing/ PLAN HOLDERS To ensure you are kept up to date of any new information pertinent to this project such as when an addenda is issued, download the Plan Holder Registration form to your computer, complete and emai I it to the City Project Manager or the Design Engineer, The City Project Manager and Design Engineer are responsible to upload the Plans Holder Registration form to the Plan Holders folder in B1M360. Mail your completed Plan Holder- Registration form to those listed in INQUIRIES above. ADVERTISEMENT DATES March 26th, 2020 April 2nd, 2020 END OF SECTION CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Temporarily Revised March 25, 2020 due to COVIDI9 Emergency GC-6o06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 FORT WORTH 'SEMI"ORARY f1I'V1S[0V 4/6/2020 (C[lVID—t9) City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY - - -- ---- --- If the total dollar value of the contract is $50,000.01 or more, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. The City's MBE goal on this project is MRF PROJECT GOALS % of the base bid value of the contract. Note: if both MBE and SSE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000.01 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the by the assiqned City of Fort Worth Project Manager or Department Designee, within the following times allocated, in order for the entire bid to be consIdered responsive to the specifi.GMens, The Offeror -shall EMAIL the MUE d0ciamental'ir)n to the assigned City of Fora Worth PM]eet Manager or DB13201TIOnI. Designee. A faxed copy wild not bo accepted 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: I after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontracting/supplier work: after the bid opening date, exclusive of the bid opening date. S. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the Office of Business Diversity at (817) 392-2674. Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Temporarily Revised April 6, 2020 due to CDV1D19 Emergency Phone: (817) 392-2674 FORT WORTH ATTACHMENT IA Page 1 of 4 City of Fort Forth Office of Business Diversify IVIIBE Subcontractors/Suppliers Utilization Foam 2018 CIP Year 2, Contract 15 % J % Check applicable box to describe Offeror's Certification M/VVIDBE NON-MIVVIDBE /1 CPN 101476 BER Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1'tier, a payment by a subcontractor to its supplier is considered 2id tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bonafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) and the Dallas/Fort Worth Minority Supplier Development Council (D/FW MSDC). If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operated, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. ATTACHMENT1A — Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minorhy and non-n1BE& MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. N SUBCONTRACTORISUPPLIER ° Company Name T M W n Detail Detail Address i B B Subcontracting Supplies DollarAmount Telephone/Fax e E E M Work Purchased Email r B Contact Person E 0 0 0 0 0 0 0 Rev. 5/15/19 RTWORTH U- ATTACHMENT 1A Page 3 of A Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Mlnonty and nan-MflFL; MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. N SUBCONTRACTORISUPPLIER ° Company Name T M w n Detail Detail Address i B B Subcontracting Supplies Dollar Amount Telephone/Fax a E E M Work Purchased Email r B Contract Person E El 11 El El El Rev. 5115/19 Fol Total Dollar Amount of VIBE Subcontractors/Suppliers 1 $ Total Dollar Amount of Non -MBE Subcontractors/Suppliers 1 $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS 1 $ ATTACHMENT fA Page 4 of 4 The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Office of Business Diversity through the submittal of a Request for Approval of Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address City/State/Zip Office of Business Diversity Finail: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 Printed Signature Contact Name/Title (if different) Telephone and/or Fax E-mail Address Date Rev. 5/15119 FORT WORTH ATTACHMENT IB Page 1 of 1 City of Fort forth Minority Business Enterprise Specifications Prime Contractor Waiver Form 2018 CIF' Year 2, Contract 15 Offeror's MBE Project Commitment: o/ ° Chec I I iVU VDBE I I NON-M/WIDBE I PROJECT NUMBER CPN 101476 If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. Failure to complete this form In its entirety and be received by the Purchasing Division no later than 2:00 p.m., on the second City busfiness.clay after hid Opening, excluslivu of the bid opening state, will result in the laid being considered non -responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. NO Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment thereof and any proposed changes to the original MBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address City/Statelzip Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817)392-2674 Printed Signature Contact Name (if different) Phone Number Fax Number Email Address Date Rev. 5/15/19 FORT WORTH OFFEROR COMPANY I�:L�111x���► ilTil�i City of Fort Worth Minority Business Enterprise MBE Good faith Effort Form 2018 C!P Year 2, Contract 15 MBE Project Goal: I Offeror's // ATTACHMENT 1C Page 1 of 4 Check applicable box to describe Offeror's Certification MM/DBE JFJ NON-M/VVIDBE €�:L�r1��li►IIJ�GI ]q:7 % JCPN 101476 If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non -MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (use aaamonat sneers, it necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev. 5115119 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's Office of Business Diversity. ❑ Yes ❑ No Date of Listing 1) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? ❑ Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) ❑ No 4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? ❑ Yes (If yes, attach list to include name of MBE firm, ep rson contacted, phone number and date and time of contact.) ❑ No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? ❑ Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" documentation may render the GFE non -responsive.) ❑ No 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? ❑ Yes (if yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may ❑ No render the GFE non -responsive.) NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to deemed responsive to the Good Faith Effort requirement_ NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 thru 6. 7.) Did you provide plans and specifications to potential MBEs? ❑ Yes ❑ No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? ❑ Yes ❑ No Rev. 5115119 ATTACHMENT IC Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? ❑ Yes (If yes, attach all copies of quotations.) ❑ No 10.) Was the contact information on any of the listings not valid? (If yes, attach the information that was not valid in order for the Office of Business Diversity to address ❑ Yes the corrections needed.) ❑ No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in -camera access to an inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary, and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Rev. 5115i19 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) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's Office of Business Diversity. Authorized Signature Title Company Name Address City/State/Zip Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 Printed Signature Contact Name and Title (if different) Phone Number Fax Number Email Address Date Rev. 5/15119 FORT WORTH CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must be answered; use "NIA "if not applicable Name of City project: 2018 CIP Year 2, Contract 15 A joint VCntlne form must be completed on each project RFP/Bid/Project Number: 1. Joint venture information: Joint Venlure Page 1 of 3 Joint Venture Name: Joint Venture Address: (I -applicable) Telephone: Facsimile: E-mail Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBF, firm name: Non -MBE firm name: Business Address: Business Address: City, State, Zip: City, State, Zip. Telephone E-mail Telephone E-mail Cellular Facsimile Cellular Facsimile Certification Status: Name of Certifying Agency: L. Neo a of work perlormea by the Joint Venture: Describe the scope of work of the MBE: 11 Describe the scone of work of the non -MBE: Rev. 5115119 Joint Venture Page 2 of 3 3. What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement, 5. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: G. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating --------------------------------- b. Marketing and Sales ------------------- ------------------------------------ c. Hiring and Firing of management personnel -------------------_-- —----- — d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Office of Business Diversity will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's Office of Business Diversity immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev. 5115/19 Joint Venture Page 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments herein, The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. - - - - --- - - - ------- ----- - - Name of MBE fine Name of non -MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of'O+hnner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date State of On this Notarization County of day of , 20 , before me appeared and to me personally known and who, being duty sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seal) Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 Rev. 5/15/19 FORT WORTH 111'..M!'ORARV REV IS JONdi'6,1020 (Covi r) -19) City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If the total dollar value of the contract is $50,000.01 or more, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. The City's MBE goal on this project is WISE PROJECT GOALS %fl of the base bid value of the contract. Note: If bath MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000.01 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the by the assigned City of Fort Worth Project Manaqer or Department Designee, within the following times allocated, in order for the enllre bld to be considered responsive 1p the 5pe6fication5. ?'tie O tefor shall EMAIL. the MBE diaautnenlallon lu the assigned Clty of Fort VVorlh Project Manager or Departmepi L7esignee_ A faxed copy will rrvt be accepted 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBF participation: after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontracting/supplier work: after the bid opening date, exclusive of the bid opening date. 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the Office of Business Diversity at (817) 392-2674. Office of Business Diversity Email: mwbeoffrce@fortworthtexas.gov Temporarily Revised April 6, 2020 due to COVIDI9 Emergency Phone: (817) 392-2674 FORT WORTH NAME: City of Fort Worth Office of Business Diversity MBE Subcontractors/Suppliers Utilization Form 2018 CIP Year 2, Contract 15 City's MBE Project Goal: I Offeror's MBE Project % f % ATTACHMENT 1A Page 1 of 4 Check applicable box to describe Offeror's Certification M1ffNVIQBE L.NQiV-M/Vll{QBE BID DATE PROJECT NUMBER CPN 101476 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant Dallas Denton Johnson Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1 s� tier, a payment by a subcontractor to its supplier is considered 2"d tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bonafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) and the Dallas/Fort Worth Minority Supplier Development Council (DIFW MSDC). If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operated, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 2/13119 FORTWORTH ATTACHMENT 1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status-, i.e., KnGrily ar3d nora-MBEs MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. --- - N SUBCONTRACTORISUPPLIER o Company Name T M W n Detail detail Address i B g Subcontracting Supplies DollarAmount Telephone/Fax e E E M Work Purchased Email r B Contact Person E El D Rev. 5115119 FORT WORTH ATTACHMENT 1A Page 3 of a Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Mirrnrity and riurl-MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. N SUBCONTRACTORISUPPLIER ° n Company Name T M W Detail Detail Address i Telephone/Fax e B E B Subcontracting Supplies E M Work Purchased dollar Amount Email r Contact Person B E El Rev. 5/15119 FORT WORTH Ir- Total Dollar Amount of MBE Subcontractors/Suppliers 1 $ Total Dollar Amount of Non -MBE Subcontractors/Suppliers 1 $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS 1 $ ATTACHMENT 1A Page 4 of 4 The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Office of Business Diversity through the submittal of a Request for Approval of ChangelAddition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBEs) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Company Name Address City/State/Zip Office of Business Diversity Finail: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 Contact Name/Title (if different) Telephone andfor Fax E-mail Address Date Rev. 5115/19 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form ATTACHMENT 1 B Page 1 of 1 OFFEROR COMPANY NAME: I Check applicable box to describe Offe PROJECT NAME: I MfW/DBE I I NON-MNVIDBE 2018 CIP Year 2, Contract 15 " BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER % % CPN 101476 If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if b©th answers are yes. Fallwo to Completo this form in its uptirety and be received by the Purchasing Division no later than 2:00 p.m., on the second City business day after bid openin, exclusive of the bid opening date, wRI result in the bid being considered non -responsive to bid specifications, Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. NO Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment thereof and any proposed changes to the original MBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determinatiori of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address CitylState/Zip Office of Business Diversity Email: mwbeoffice@fortworlhtexas.gov Phone: (817) 392-2674 Printed Signature Contact Name (if different) Phone Number Fax Number Email Address Date Rev. 5115119 ATTACHMENT 1C Pagel of 4 .FORT WORTH City of Fort forth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable box to describe Offeror's Certification PROJECT NAME: Nt/VVIDBCIII NON-MIW/DBE 2018 CIP Year 2, Contract 15 " BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER Rio pia C P N 101476 If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non -MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. aaamonar sneers, rr List of Subcontracting Opportunities I List of Supplier Opportunities Rev. 5I15/19 ATTACHMENT 1C Page 2of4 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's Office of Business Diversity. ❑ Yes ❑ No Date of Listing 3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? ❑ Yes (if yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) ❑ No 4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously fisted, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? ❑ Yes (If yes, attach list to include name of MBE, firm, ep rson contacted, phone number and date and time of contact.) ❑ No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? ❑ Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" No documentation may render the GFE non -responsive.) ❑ 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? ❑ Yes (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation andlor "undeliverable message" documentation may render the GFE non -responsive.) ❑ No NOTE, The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 thru 6. 7.) Did you provide plans and specifications to potential MBEs? ❑ Yes ❑ No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? ❑ Yes ❑ No Rev. 5/15119 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? ❑ Yes (If yes, attach all copies of quotations.) ❑ No 10.) Was the contact information on any of the listings not valid? (If yes, attach the information that was not valid in order for the Office of Business Diversity to address ❑ Yes the corrections needed.) ❑ No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in -camera access to an inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Rev. 5/15/19 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) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's Office of Business Diversity. Authorized Signature Title Company Name Address City/State/Zip Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 Printed Signature Contact Name and Title (if different) Phone Number Fax Number Email Address Date Rev. 5/15/19 FORT NORTH CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must he answered; use "N/A" ifnot applicable. Naine of City project: 2018 CIP Year 2, Contract 15 A joint venture form must be completed on each project UP/Bid/Project Number: _ 1. Joint venture information: Joint Venture Page 1 of 3 Joint Venture Name. Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail Cellular: Identify the firms that comprise thejoint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBE firm name- Non -MBE firm name: Business Address: Business Address: City, State, Zip: City, State, Zip: Telephone F,_maiI Telephone E-mail Cellular facsimile Cellular Facsimile Certification Status: — -- — Name of Certifying Agency: L. Seope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the ►zon-MBE: Rev. 5115119 Joint Venture Page 2 of 3 3. What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. S. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and firm those individuals (with titles) who arc responsible for the day-to-day management and decision malting of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating ------- ---------------------------------------------------- b. Marketing and Sales ------------------ ---------------- c. Hiring and Firing of management personnel --------------------------------- d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Office of Business Diversity will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's Office of Business Diversity immediately for approval_ Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev. 5/15/19 Joint Venture Paoe 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. Name of MBE firm Name of non -MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date State of On this Notarization County of day of , 20 , before me appeared and to me personally known and who, being duty sworn, did execute the foregoing affidavit and did state that they were property authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (sera) Office of Business Diversity Email: i-nwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 Rev. 5115119 CITY OF FORT WORTH WATER DEPARTMENT WATER, SANITARY SEWER AND PAVING IMPROVEMENTS 2018 CIP Year 2, Contract 15 City Project No. 101476 ADDENDUM NO. 3 Unit 1— Water Unit 2 — Sanitary Sewer Unit 3 -- Paving Improvements Unit 4 — Stormwater Improvements Addendum No 1 issued: March 30, 2020 Addendum No 2 Issued: April 10, 2020 Addendum No 3 issued: April 28, 2020 Bid Receipt Date: April 30, 2020 This Addendum forms part of the Specifications and Contract Documents and modifies the original Specifications and Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The Specifications and Contract Documents for City Project No. 101476 are hereby revised by this Addendum No. 3 as follows: 1. Specifications Section 00 32 15 — Construction Project Schedule and attachments — attached herein and ADDED. 2. Specifications Section 00 42 43 — PROPOSAL FORM to be REPLACED in its entirety with attached revised PROPOSAL FORM. 3. Specifications Section 00 45 40 -- (Temporary Revision 4/6/2020 (COVID-19)) — attached herein and ADDED. 4. Specifications Section 34 71 13.01 --- ADDED Date Revised — attached herein and ADDED. a. Specifications Section 34 71 13.01, Traffic Control — Neighborhood Street Projects has recently been revised. The Contractor should read and become familiar with this section before bidding on the project 4. Construction Plan Sheet Revision - Sheets 71, 73, 80, 86, 97 — attached herein. This Addendum No. 3 forms part of the Specifications and Contract Documents for the above referenced project and modifies the original Project Manual & Contract documents of same. Acknowledge your receipt of Addendum No. 3 by completing the requested information at the following locations: A-1 Addendum No. 3 Contract 2014 WSM--A Part 3 CPN 102695 (1) in the space provided in Section 00 49 00, Bid Form, Page 3 of 3, and (2) indicate in upper case letters on the outside of your sealed bid envelope "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 3" Include a signed copy of Addendum No. 3 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 3 below could cause the subject bidder to -be considered "NONRESPONSIVE", resulting in disqualification. Addendum No. 3 RECEIPT ACKNOWLEDGED: Company: Christopher Harder, P.E. Director, Water Depagmertt By:__..�.._ Tony Sholola,"-P.E. Assistant Director, Water Department A-1 Addendum No. 3 Contract 2014 WSM-A Part 3 CPN 102695 003215-0 CONSTRUCTION PROGRESS SCHEDULE SECTION 00 32 15 CONSTRUCTION PROJECT SCHEDULE PART1-GENERAL 1.1 SUMMARY Page 1 of 10 A. Section Includes: 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Project Schedule B. Deviations from this City of Port Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements D. Purpose The City of Fort Worth (City) is committed to delivering quality, cost-effective infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a properly structured schedule with accurate updates. This supports effective monitoring of progress and is input to critical decision making by the project manager throughout the life of the project. Data from the updated project schedule is utilized in status reporting to various levels of the City organization and the citizenry. This Document complements the City's Standard Agreement to guide the construction contractor (Contractor) in preparing and submitting acceptable schedules for use by the City in project delivery. The expectation is the performance of the work follows the accepted schedule and adhere to the contractual timeline. The Contractor will designate a qualified representative (Project Scheduler) responsible for developing and updating the schedule and preparing status reporting as required by the City. 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 2. Non-compliance with this specification is grounds for City to withhold payment of the Contractor's invoices until Contractor achieves said compliance. 1.3 REFERENCES A. Project Schedules Each project is represented by City's master project schedule that encompasses the entire scope of activities envisioned by the City to properly deliver the work. When the City contracts with a Contractor to perform construction of the Work, the Contractor CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 will develop and maintain a schedule for their scope of work in alignment with the City's standard schedule requirements as defined herein. The data and information of each such schedule will be leveraged and become integral in the master project schedule as deemed appropriate by the City's Project Control Specialist and approved by the City's Project Manager, Master Project Schedule The master project schedule is a holistic representation of the scheduled activities and milestones for the total project and be Critical Path Method (CPM) based. The City's Project Manager is accountable for oversight of the development and maintaining a master project schedule for each project. When the City contracts for the design and/or construction of the project, the master project schedule will incorporate elements of the Design and Construction schedules as deemed appropriate by the City's Project Control Specialist. The assigned City Project Control Specialist creates and maintains the master project schedule in P6 (City's scheduling software). 2. Construction Schedule The Contractor is responsible for developing and maintaining a schedule for the scope of the Contractor's contractual requirements. The Contractor will issue an initial schedule for review and acceptance by the City's Project Control Specialist and the City's Project Manager as a baseline schedule for Contractor's scope of work. Contractor will issue current, accurate updates of their schedule (Progress Schedule) to the City at the end of each month throughout the life of their work. B. Schedule Tiers The City has a portfolio of projects that vary widely in size, complexity and content requiring different scheduling to effectively deliver each project. The City uses a "tiered" approach to align the proper schedule with the criteria for each project. The City's Project Manager determines the appropriate schedule tier for each project, and includes that designation and the associated requirements in the Contractor's scope of work. The following is a summary of the "tiers". 1. Tier 1: Small Size and Short Duration Project (design not required) The City develops and maintains a Master Project Schedule for the project. No schedule submittal is required from Contractor. City's Project Control Specialist acquires any necessary schedule status data or information through discussions with the respective party on an as -needed basis. 2. Tier 2: Small Size and Short to Medium Duration Project The City develops and maintains a Master Project Schedule for the project. The Contractor identifies "start" and "finish" milestone dates on key elements of their work as agreed with the City's Project Manager at the kickoff of their work effort. The Contractor issues to the City, updates to the "start" and "finish" dates for such milestones at the end of each month throughout the life of their work on the project. 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration The City develops and maintains a Master Project Schedule for the project. The Contractor develops a Baseline Schedule and maintains the schedule of their respective scope of work on the project at a level of detail (generally Level 3) and in CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 2018 0032 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 3 o1`10 alignment with the WBS structure in Section 1.4.H as agreed by the Project Manager. The Contractor issues to the City, updates of their respective schedule (Progress Schedule) at the end of each month throughout the life of their work on the project. C. Schedule Types Project delivery for the City utilizes two types of schedules as noted below. The City develops and maintains a Master Project Schedule as a "baseline" schedule and issue monthly updates to the City Project Manager (end of each month) as a "progress" schedule. The Contractor prepares and submits each schedule type to fulfill their contractual requirements. 1. Baseline Schedule The Contractor develops and submits to the City, an initial schedule for their scope of work in alignment with this specification. Once reviewed and accepted by the City, it becomes the "Baseline" schedule and is the basis against which all progress is measured. The baseline schedule will be updated when there is a change or addition to the scope of work impacting the duration of the work, and only after receipt of a duly authorized change order issued by the City. In the event progress is significantly behind schedule, the City's Project Manager may authorize an update to the baseline schedule to facilitate a more practical evaluation of progress. An example of a Baseline Schedule is provided in Specification 00 32 15.I Construction Project Schedule Baseline Example. 2. Progress Schedule The Contractor updates their schedule at the end of each month to represent the progress achieved in the work which includes any impact from authorized changes in the work. The updated schedule must accurately reflect the current status of the work at that point in time and is referred to as the "Progress Schedule". The City's Project Manager and Project Control Specialist reviews and accepts each progress schedule. In the event a progress schedule is deemed not acceptable, the unacceptable issues are identified by the City within 5 working days and the Contractor must provide an acceptable progress schedule within 5 working days after receipt of non -acceptance notification. An example of a Progress Schedule is provided in Specification 00 32 15.2 Construction Project Schedule Progress Example. 1.4 CITY STANDARD SCHEDULE REQUIREMENTS The following is an. overview of the methodology for developing and maintaining a schedule for delivery of a project. A. Schedule Framework The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. B. Schedule File Name CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 201 A 0032 15 - 0 CONSTRUCTION PROGRESS SCI4EDULE Page 4of10 All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number Project Name _Baseline .Example: 101376 M North Montgomery Street Baseline • Progress Schedule File Name Format: City Project Number Project Name _YYYY-MM Example: 101376 North Montgomery Street HMAC_201$_01 • Project Schedule Progress Narrative File Name Format: City Project Number Project Narne_PN_YYYY-MM Example: 101376 North Montgomery Street HMAC_PN_2018_01 C. Schedule Templates The Contractor- will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (later) • Street lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water D. Schedule Calendar The City's standard calendar for schedule development purposes is based on a 5-day workweek and accounts for the City's eight standard holidays (New Years, Martin Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, Christmas). The Contractor will establish a schedule calendar as part of the schedule development process and provide to the Project Control Specialist as part of the basis for their schedule. Variations between the City's calendar and the Contractor's calendar must be resolved prior to the City's acceptance of their Baseline project schedule. E. WBS & Milestone Standards for Schedule Development The scope of work to be accomplished by the Contractor is represented in the schedule in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the development of the schedule activities and shall be imbedded and depicted in the schedule. CITY OF FORT WORTH 2018 CIP Year 2, Conlract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 The following is a summary of the standards to be followed in preparing and maintaining a schedule for project delivery. Contractor is required to utilize the City's WBS structure and respective project type template for "Construction" as shown in Section 1A.H below. Additional activities may be added to Levels I - 4 to accommodate the needs of the organization executing the work. Specifically the Contractor will add activities under WBS XXXXXX.80.83 "Construction Execution" that delineates the activities associated with the various components of the work. 2. Contractor is required to adhere to the City's Standard Milestones as shown in Section 1.4.I below. Contractor will include additional milestones representing intermediate deliverables as required to accurately reflect their scope ofwork. F. Schedule Activities Activities are the discrete elements of work that make up the schedule. They will be organized under the umbrella of the WBS. Activity descriptions should adequately describe the activity, and in some cases the extent of the activity. All activities are logically tied with a predecessor and a successor. The only exception to this rule is for "Project start" and "project finish" milestones. The activity duration is based on the physical amount of work to be performed for the stated activity, with a maximum duration of 20 working days. If the work for any one activity exceeds 20 days, break that activity down incrementally to achieve this duration constraint. Any exception to this requires review and acceptance by the City's Project Control Specialist. G. Change Orders When a Change Order is issued by the City, the impact is incorporated into the previously accepted baseline schedule as an update, to clearly show impact to the project timeline. The Contractor submits this updated baseline schedule to the City for review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workda. after the date of receipt of the approved Change Order. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. H. City's Work Breakdown Structure CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XX.XXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution LX.80.85 Inspection LX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure 1. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. Activity ID Activity Nan1 Design 3020 Award Design Agreement 3040 Issue Notice To Proceed - Design Engineer 3100 Design Kick-off Meeting 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (technical) 3160 Conduct Design Public Meeting 91 (required) 3170 Conceptual Design Complete 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3250 Conduct Design Public Meeting #2 (required) 3260 Preliminary Design Complete CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 2018 0032 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3330 Conduct Design Public Meeting #3 (if required) 3360 Final Design Complete ROW & Easements 4000 Right of Way Start 4230 Right of Way Complete Utility Relocation 7000 Utilities Start 7120 Utilities Cleared/Complete Construction Bid and Award 8110 Start Advertisement 8150 Conduct Bid Opening 8240 Award Construction Contract Construction Execution 8330 Conduct Construction Public Meeting 44 Pre -Construction 8350 Construction Start 8370 Substantial Completion 8540 Construction Completion 9130 Notice of Completion/Green Sheet 9150 Construction Contract Closed 9420 Design Contract Closed 1.5 SUBMITTALS A. Schedule Submittal & Review The City's Project Manager is responsible for reviews and acceptance of the Contractor's schedule. The City's Project Control Specialist is responsible for ensuring alignment of the Contractor's baseline and progress schedules with the Master Project Schedule as support to the City's Project Manager. The City reviews and accepts or rejects the schedule within ten workdays of Contractor's submittal. Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in.xlsor .xlsx format in compliance with the sample layout (See Specification 00 32 115.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. 2. Initial & Baseline Schedule The Contractor will develop their schedule for their scope of work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document management system in the location dedicated for this purpose within ten workdays ofthe Notice ofA ward. CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 The City's Project Manager and Project Control Specialist review this initial schedule to determine alignment with the City's Master Project Schedule, including format & WBS structure. Following the City's review, feedback is provided to the Contractor for their use in finalizing their initial schedule and issuing (within five workdays) their Baseline Schedule for final review and acceptance by the City. 3. Progress Schedule The Contractor will update and issue their project schedule (Progress Schedule) by the last day of each month throughout the life of their work on the project. The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is hissing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re -submits the corrected Progress Schedule within 5 workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date • % Complete • Float • Activity Logic (dependencies) Critical Path • Activities added or deleted • Expected Baseline Finish date • Variance to the Baseline Finish Date B. Monthly Construction Status Report The Contractor submits a written status report (referred to as a progress narrative) at the end of each month to accompany the Progress Schedule submittal, using the standard format provided in Specification 00 32 15.3 Construction Project Schedule Progress Narrative. The content of the Construction Project Schedule Progress Narrative should be concise and complete to: • Reflect the current status of the work for the reporting period (including actual activities started and/or completed during the reporting period) • Explain variances from the baseline on critical path activities • Explain any potential schedule conflicts or delays • Describe recovery plans where appropriate • Provide a summary forecast of the work to be achieved in the next reporting period. C. Submittal Process CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD SPECIFICATION CPN 101416 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCI IT?DULI Page 9 of 10 • Schedules and Monthly Construction Status Reports are submitted in Buzzsaw following the steps outlined in Specification 00 32 15.4 Construction Project Schedule Submittal Process. • Once the project has been completed and Final Acceptance has been issued by the City, no fin-ther progress schedules or construction status reports are required from the Contractor. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS INOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. The person preparing and revising the Contractor's Project Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the Contractor's scope of work. C. The Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 1.13 ATTACHMENTS Spec 00 32 15.1 Construction Project Schedule Baseline Example Spec 00 32 15.2 Construction Project Schedule Progress Example Spec 00 32 15.3 Construction Project Schedule Progress Narrative Spec 00 32 15.4 Construction Project Schedule Submittal Process PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised DULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 1 O Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTI1 2018 CIP Year2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 20t8 0032 15.1 - 0 CONSTRUCTION PROGRESS SCHEDULE— BASELINE EXAMPLE Page 1 of 5 SECTION 00 32 15.1 CONSTRUCTION PROJECT SCHEDULE --- BASELINE EXAMPLE PART1- GENERAL The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the baseline for the project. This version of the schedule is referred to as a "baseline" schedule. This example is intended to provide guidance for the Contractor when developing and Submitting a baseline schedule. See CFW Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. CITY OF FORT WORTH [Insert Proicet Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Rcvis4A JULY 20, 2018 0032 15.1 -0 CONSTRUCTION PROGRESS SCI-IEDULE-- BASELINE EXAMPLE. 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W n K +3 9 1 (e n 'F3 rR��3 � rtr�liY 9� - pry - - ie �2 w �r Tor r; ,�'�-, o o ^' y o •n r `SS �' `� � '. .� •-. n n m r. � -r r] i� rs m iu ra _� q �Y r, � � � i' 1rI, r�F CITY OF PORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S [Insert Project Number] Revised JULY 20, 20I8 0032 15.1 - 0 CONSTRUCTION PROGRESS SCHEDULE— BASELINE EXAMPLE Page 3 of5 ______i_--------- p_-------- y.-__-.__-_i_____.____rt--------- y._________--------- ---------- .- ------- .-.-_i__-_...___Y________.__ rlAl .. } GL ''i �� u .. 1FT �3 N'Gi :r' �,'�.. .a' �N it a.•11 it a .� :�.ir ,tY r, c+ca rr � �� e� ray: J ry 4 ra � M ��.yy IrL �'_ M } �'} .� �i ry su •u+�i ^" dh ib ,r'. F1 ';xf o d! V. P . rt w rt, W !� ZM II F� ,I' fi 10 im p'IF .' W - rri ,n n` h F L • 6� Ti rn CJ O rt �~ 6' m ;� ' �i :I: +} a t 1 3D �6. 'Ln •5 � ii { t1 4 +� '� ' 3 � '1' /4y � . � r i1 Si'— FI F S� +1 Y •H �" t4 4 i9 R O N � rrF J n �I a i'I i'� •' i i � � i r} m � �, � . f ii �i hf F� 'u {# +i a' Yi �..I .� .� rr n 1 n . .ur I'I }I +�'`'" �' '* .iI [y „ �r r;+ . t Y il. " ✓✓ , ui . ��Lrrx. cy ta L U U - 4 4 CD . t• �. ? �. Q5 F� •' e q 4 !v c er & as n T —I 1R _ icy r7diP 1R 1 ucao, r:a r Fri c, �}c t /� '�., '4.,i -3 0 -.l it a iY �r rs u la pl C+. � N aF'� A i M rluis wrl O �% 10 sT I Ib r'�5 'Mrr M •� T i rr CL CITY OF FORT WORTH [insert Projecl Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised JULY 20, 2018 00 32 15J - 0 CONSTRUCTION PROGRESS SCHEDULE— BASELINE EXAMPLE Page 4 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Nwnber] Revised JULY 20, 2018 0032 15.1 - 0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 5 of 5 END OF SECTION Revision Log DATE NAME SUMMARY ON CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH jlnsert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised JULY 20, 2018 0032 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page I of 4 SECTION 00 32 1.5.2 CONSTRUCTION PROJECT SCHEDULE — PROGRESS EXAMPLE PARTI- GENERAL The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the progress for the project. This version of the schedule is referred to as a "progress" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a progress schedule. See CFW Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised JULY 20, 2018 0032 I5.2 - 0 CONSTRUCTION PROGRESS SCI IEDULE —PROGRESS EXAMPLE Page 2 of 4 9 t3L 5 6 W 0 W7 a 72 �� M� .. .� ,o m no t' r, _ w w ro rs . ao- a o b d •, - �i � _. 1� n r, —C, C, :i —:1., u v Y t-Mil U �'� si ,� it � 4 ii ��.. w i� .r ni r ai •a .i ai si _w rl n.., vi as a1 nr � .� �_� � ¢i '4; ii n--:: : ri 'fl uaS aS hnI- :1 71 v V ��j' i♦ i FI Iy i-i ri r'i r'i �I rl ,.a Il H ri{4 N N S c to S J' Lryr �F�yy Jpr �w�} IaIyr ef�tt �J'' Jr.x �Y g . f . f� LI ' u u! u g.6 S o 4 u p oe u 8 6 Pi.F C• O 'f• O r1 � _ I] � � i — �� �i � ri n �� r {F � ri.{I ii •i .i � � .1 'ri tV 4-.! �`'i " � nr wsn .. I:1NFfl 590V N u 9p w 4, �, J7 3� 1 i- T� A I ;{ �� F{7 y' w.t' n' 1 11 1, � n h' k! it irl 1 L In u r m 6 I] 13 R '2 G 1,} Q P '] Y,n �y �I r_ r• rri r�i A 2 o O R 2 R 7 f �2 0 0 i� F a CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised JULY 20, 2018 00 Q7 00 32 15.2 - 0 CONSTRUCTION PROGRESS SCIIEDULE—PROGRESS EXAMPLE Page 3 of 4 II __ li FAF__ .. - -- - -- -- -- -- -- -- -., „ -. -, .., 11 .,111-1 �..., ,• �„ - ,.- ....- n ....... . 6td 4. ts'L b -C - a r, - t,.,.,4,a �) Jv -- , uI rn w ao T .. 'A yy1? a m m um M , 'i +p ` q, �a � e 6 � � � N N M'i i � �i � i� +�+ {i � � •4 i3 M1I •7 J � '"t � f � fY M '4 it F/ {v • , r irr � � � '�, 6 h � J JE � `� � �' rE • i �i i ' o �i y n ii 8i Mi �,i e� �j id �y al V V ro ,'. ui m u] rrl •i ,i� r• T it �1 in�IR n Ui p, m " I Z4,:,1 a ,. a rffl 13 Ly q 2 a t. i}'f} i5 O G 9. 9 9. 72 9-1 �.� L L. " rs U' ' of ' '� U 'i: " k aLl �' ::':, r' ' ". 4 G, tl, . i4 ,�. M *, s +} 6 ry k5 6 !! li I'` rr%• _ �j Rom. a L! ray.- q� � f+ :w F� q W � CA r r 11 �1 y I•' � i4 � � "r �` iu u � •r � � y � � K g, a ki n L EEE11C... -. � � 43{3 t�g � F. :i ,7r. :F % qr }'� r_ V.2Jg2 r i�'r w c t•r E, o ��gyy F+ t� 40 �6 — '. 04 4 d L+ 0 4w :•`I Q 0) U U CITY OF PORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised 3ULY 20, 2018 0032 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE -- PROGRESS EXAMPLE Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF C14ANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH [Insert Projcct Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised JULY 20, 2019 00 32 15.3 - 0 — PROGRESS NARRATIVE Page 1 of 1 SECTION 00 32 15.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Company Name: City Project No: Engineer's Project No: City Project Manager: Engineer's Project Manager: A. List of activities accomplisneci in the reporting period. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) B. List of activities to be accomplished in the next reporting period 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) C. List any potential delays and provide mitigation actions 1. (insert text here) 2. (insert text here) 3. (insert text here) D. List any actual delays and provide recovery actions 1. (insert text here) 2. (insert text here) 3. (insert text here) City of Fort Worth, Texas Construction Project Schedule Narrative Report for CFW Projects TPW Official Release pate: 7.20.2018 Page 1 of 1 0032 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE —SUBMITTAL PROCESS Page I of 7 SECTION 00 32 15.4 CONSTRUCTION PRO.IECT SCHEDULE — SUBMITTAL. PROCESS PART1- GENERAL The following information provides the process steps for the Contractor to follow for submitting a project baseline or progress schedule for a capital project to the' City of Fort Worth. See CFW Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. If you are not a registered CFW Buzzsaw user, please emai I or contact: Fred Griffin, Buzzsaw Administrator City of Fort Worth Fi-ed.Griffin@foi-twoi-thgov.org 817-392-8868 Using your registered username and password log into the City's Buzzsaw Site I ttos://project}point.buzzsaw.con) __`client/fortworth8ov Navigate to your Project Folder. Verify that your Project ID and Project Name are consistent with Project Folder Name. Navigate to the Schedule Directory under your Project Folder. The 00701-Flaxseed Drainage improvements project is used for illustration. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised JULY 20, 2018 003215.4-0 CONSTRUCTION PROGRESS SCHEDULE -- SUBMITTAL PROCESS Page 2 of 7 Et! rAr %V-, Z-r IA. J : Ak , '!.I +t' ry .` Lt i.t _A IW 'd -.^ r'I' M - *� .d Mhgov f olJer+ -,I rid Farms _ + i-x}tedaAes [ardez-xls Fred Gdfhn i:i cad Responses [j Coiutructon C-1t.rit, Contractor r I correspondence 1« General Contract Da7anents and SI *. Fraj ct Drawutgs Pubkmeebngs I� UtiB>k� + � OUT75-Urbani4llagesCentralCiUFtet`- +: OOM5 - Urban V?16aes Central Cluster -+:- 0766 -Urban Wage, SE Cluster B3 ry +Qj 00i G -Urban Wages SE Caster hear a 007M, -Sanitary Se+ser Rehab Contrac ?- 00755- 14esgrdte Rd 70Q4 CIP Year 10 + 00763 - Dub Road - eryantlrvin to Grt 0077d -t.W, Chanl el + OO7S6 - &arcane, Creek & Sy—, Sch +Qj 00702-Granbruv Road-Utamesa to + i S m.-c.0 W(111hu HPIOMr,, Flea- 1 ucop AAert i unnl}dvmbnhdl WX 16.33� Nperosoft Fxcel l`1... Two files will be uploaded for each submittal. A native schedule file format either Primavera .xer or MS Project .mpp and a PDF version of the schedule will be uploaded Verify that the file name contains the 5-digit Project ID, Project Name, and Submittal Date and follows the standard naming convention. Initial schedule submittal will be labeled as `Baseline' for example: 00701-FlaxseedDrainageIrnprovements-Baseline Schedule submittal updates will be labeled with Schedule Submittal Date `YYYY_MM' for example: 00701-FlaxseedDrainagelmprovements-2009 01 .Expand or select the Schedules folder and add both the native file and PDF file to the directory. From the Toolbar Select LAW Document CITY OF PORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised JULY 20, 2018 Fk Er'J '.yrw TcniF INhi ih ten Drawing IPMZ&m' J Hate Link solder 003215A-0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 3 of 7 1] L511 raj ._ n. Q . . .. fnldari .4. Cj Bid Forms ra ..--,. 0 Bid Responses Canstruclion . Cbnsrdtants Contractor Correspondence +� C3 General Contract Documents and Speci E n Project Urax+ngs .1 ri public bleefts, ,0 C1 Real Property SdiedLLs Index.xls U10ities ;+ ¢, 00705 -Urban Wages Central Cluster Six f +' 007H - urban Wages Central [luster Saul . 007G6 - Urban Vdlages SE Ckrster Berry4tr, "+ 00706-Urban Ur qes BE duster Hear Eas 'F 00730 - Sanitary Sever Rehab Contract Ik + 00755-We cite Rd 2il,04 C[P Year i 0,e t. 00i63 - OLks Road - Bryant Irm to Grar,[K DOM-te6vn Channel "= 00766 -Summer Creek & Sycamore sd} of u Index.X3s Fred Griffin 16,384 tmaosuh I i r lk." Select Browse and go to the location of the files on your desktop. Select Open - [[ ❑SaftJ do: RmsiP yM to If. truivi mh-Le. T+ C.Pri ow ffm 1papopwrerrt4eprw6o0mu¢.- SeCect I aocuneMFs _ 07Mrhnn v Fie Flue Fin 4araMoi In+dF,,. 7iee Sand 6TA roef�n LE;!h !. EM' J LO Deddoo n W y Documents Hr Computer H Krrrlidenager Pro 7 6wlusic tes Ptayer hijF Flnxrr •JFly nerv.nin riwes OA;tvie Projects Ghrvra Na BL.hdrb l,QobatBPra%ssponal [ BnardTrgPass.IxlF �,&kni%Ws &Uytk ClearType Tuning r J) numam2oae Cod Record Edit No P r L7doop 6 Crosswind PhlP Exam Sim 7.1 rCH2MH1LLVPtd N.M. cbe nt Crvstal Reports 1103 le Earth ;Lek WJ Reference Guide.pdf F tlaa�inn>ta + IP Photosmart Byres CY J;skOeFragmenter WPotosmartPresiler IO Free Sm. d Recorder mi, Solution Censer jt,JEreeSoxaidtecarder.ere �5' P.Connect 1LaptopSecurity ,�,fi- Rnmes q!JL)5c.]PG , M.ros Ft Viso Version20021rddeOut eBook WkkLweeting L1r WJ.66 F L rr,•.Y S• � fL-oMhh► NC�SC.7 Cyan. The file will appear in the Buzzsaw Add to Project-- Select Documents window Select Next. CITY OF PORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS jinsert Project Number] Revisal ,IULY 20, 2018 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 4 of 7 Do not select Finish at this time. 5rlrr.1 dxuwnls In wM 10 M.Project %06 gat- VDU anal E Ad h} a 80ulboi l.Rcuuirl ( A+pSrllly/1Fts AMAk[nttwrrsf d Ewa .r+atlRs�lunn ink F_ 1 r 1 I JPul • I +•rrh I _:an_d I H* You will be placed into the Attach Comment window to enter a record into the Project Schedule Submittal Log. Enter the Project ID -Project Name -Submittal in the Suhjeet Line. Type Submittal and Company Name into the Comment window along with Contact Name and Contact Phone Number. Select Next. 4{ Create acmvrdff%at[eromcs dic mci oul tkicgilhiih wrJ lkml 1WLL1e!Im', lke bt&F F-Madded. ifn slap Is ophmrul Add V4blilfitt 1L nerf dearcoor5 &Attach r:=Menr F-- J � � r� in� j� 9 A all I End r awl IasbJec -- I Or33011-FlaxseedLirainageimprovements-HasehRe I IohR�nnun =*e S[ivdule Submttal f,om'Campany Name`Name Lr;)date Sdiedde Subnuttal fi-om 'Company Name' for rsork performed up to lama y 3l, 2D09 i AmMiL '_ontad Name JtddY yex!> FrM cno-:d I,JP CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised JULY 20, 2018 0032 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 5 of 7 You will be placed into the Send Email Notification window. Select To and the Select Recipients window will appear with a list of Project Contacts. Select the Project Manager as the To Recipient and the Project Controls Group as the Copy Recipient. _1 ���'w1�Naw�i lP llllxi o+Ytl wLyLL'R+y�oU.�iY�R+a1�rr�riRIJXFr IIti yl�M{�y� 1a�rFRla�4 C++I! VrxlwM Llm.o �41RiV .. hl+k•ll . . . •'Fob n..v I —D .i larr. IF..It<.. II"r«lslti�t-1UM_�fi N.—. I n►?a�*�+c:all.. CF. 1_ .� 4•l A.u... - uxter Suul n.Yn.. -. Near Eas caLVa:CI.i m sl.n v... r.... cr... a7a. .._ .. LyLS1c I... Fl— r . i r7 I _ FF1LI ] — Select the Paste Comment button to copy the Comment into the body of the email Select Finish. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised JULY 20, 2018 0032 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 6 of 7 ee a :And erndl 4l Ale Ptokd YYotllelw nrJl nbu Ihee wF *o neb a LP15hnd Yee Thy step Is ap4a+EQ %d- $ Documents _� I �zM�en�m�nL ARRMQwfmnl J i t 65mdfmrll i— i-redGrifin g4iilGceliao Iprolect Controls Team AAlecY: I uGTpl-flaxseedDrania4e7mprovements-Baseline r)r up late Schedule submatal trom'Company rfame fut work pertormed up to January 31, 2084 ':ontact e ,7ontactPhone C 9aA 1- I F-- J The schedule file is uploaded to the directory. An email is sent to the City's Project Manager and Project Control Specialist. sae � - - bran -H—d orate t �ov-en e. J F.'Farms • n r's5 Response•. r � l:sxsstrurhon L—itants C-t—tc � "orrespoMenra I;E—T Co kr— Dwimeniz and cF ->: J N r L' F#oatvge ? t�"ic Meebrags +',-� Gu'PrgpeEty Ou751-Flaxsee�ranayekw-v �'' Schedties atdez.xls !� urfv »; 00705-Ubon'WL9-Centro}Cluster5) rr, 097M -U b-VL aes C-h'al O ta' Si M7W-1Rban Wag -SE Cks E—yi ^-� WX6- LYban VA.9es IF Clusln H—E ti d07-i-$2feta!y Sewer Rehab C-t—t +: 00755 44—i at, Rd 2003 CT Year 1 to OD76a - dirks Road - 6ryanr r— to Gra, Upload the PDI file using the same guideline. END OF SECTION CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised JULY 20, 201 S 003215)A-0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised JULY 20, 2018 UHIT PRICE 131D Bidlist No. SECTION 00 42 43 PROPOSALFORM 2018 CIP Year 2, Contract 15 CPN 101476 Project Item Infonnation Description 00 42 43 BIDPROPOSAL Page 1 of 6 Eliddr's Application Addendum No 3 Bidder's Proposal Specification Unit of Bid Section No. Measure Quantity 1 3311.0541 16" DIP Water Pipe 331110, LF 3311 12 2 3311.0441 12" Water Pipe 331110, LF 33 11 12 3 3311.0361 10" PVC Water Pipe 331112 LF 4 3311.0261 8" PVC Water Pipe 331112 LF 5 3311.0161 6" PVC Water Pipe 331112 LF 6 3311.0251 8" DIP Water 33 11 10 LF 7 3312.3006 16" Gate Valve w/ Vault 331220 EA 8 3312.3005 12" Gate Valve 3312 20 EA 9 3312.3004 10" Gate Valve 3312 20 EA 10 3312.3003 8" Gate Valve 33 12 20 EA 11 3312.3002 6" Gate Valve 3312 20 EA 12 3312.0601 Fire Hydrant 331240 EA 13 3312.1002 2" Combination Air Valve Assembly for 33 12 30 EA 14 3312.2003 1" Water Service 33 12 10 EA 15 3312.2004 1" Private Water Service 331210 LF 16 3312.2001 1" Water Service, Meter Reconnection 331210 EA 17 0241.1118 4"-12" Pressure Plug 0241 14 EA 18 3311.0061 Ductile Iron Water Fittings w/ Restraint 3311 11 TON 19 3305,0003 8" Waterline Lowering 330612 EA 20 3304.0101 Temporary Water Services 330430 LS 21 3305.0103 Exploratory Excavation of Existing Utilitle.s 33 05 30 EA 222 3312.0117 Connection to Existing 4"-12" Water Main 331226 EA 23 3312.0106 Connection to Existing 16" Water Main 33 12 25 EA 24 3305.0109 trench Safely 33 D5 10 LF 25 0241,1510 Salvage Fire Hydrant 02 41 14 EA 26 0241.1301 Remove 4" Water Valve 0241 14 EA 27 0241.1302 Remove 6" Water Valve 0241 14 EA 28 0241.1303 Remove 8" Water Valve 02 41 14 EA 29 0241.1304 Remove 10" Water Valve 02 41 14 EA 30 3291.0100 Topsoil 3291.19 CY 31 3292.0100 Block Sod Placement 329213 SY 32 0171.0001 Construction Staking 01 71 23 LS 33 0171.0102 As -Built (Red Line_ Survey) 01 71 23 LS 34 3471.0001 Traffic Control 34 71 13 MO 35 3216.0101 6" Conc Curb and Gutter 3216 13 LF 36 3213.0301 4" Conc. Sidewalk 32 13 20 SF 37 3216.0301 7" Cone. Valley Gutter, Residential 321613 SY 38 3201.0111 temporary Asphalt Paving Repair (2" HMAC 3201 17 LF on 6" CTB) Unit Price Bid Valve $159.39 $100.94 $10,360.35 $256.286-66 10 $89.80 ,869 $71.77 85 $67.35 60 $96.53 2 $22,448.78 9 $2,806.10 2 $2,357.12 45 $1,683.66 15 $1,234.68' 15 $5,050.98 1 $14,030.49 2,521 $1,515.29 241 $392.85 1 $2,749.98 8 $7,857.07 5 $7,857.07 1 $235,712,22 3 $1,234.68 47 $3,928.54 2 $11,785.61 1.320 $0.56 $898.00 $636,528.13 $5, 724.75 $5,791.80 $44,897.56 $25,254.90 $4,714.24 $75,764.70 $18,520.20 $75,764.70. $14,030.49 $381,853.08 $20,474.40 $2, $235,712.22 $3,704.04 $184,641.38 $23,571.22 13 $336.73 $4,377-49 1 $112,24 $112.24 14 $112.24 $1,571.36 14 $112.24 $1,571.36 10 $112.24 $1,122.40 78 $55.56 $4,333,68 312 $4.69 $1,463.28 1 $2,806.10 $2,806.10 1 $2,806.10 $2,806.10 8 $6,167.80 $49,342.40 496 $49.44 $20,305.60, 1,058 $7-35 $7,776.30 89 $94.06 $8,371.34 7'962 $30.87 $245,786.94 2018 CIP Year 2, Contract 15 CITY OF FORT WORTH CPN 101476 STANDARD CONSTRUCTIONSPECIFICATiON DOCUMENTS _ Addendum No 3 Form Revised 20120120 _///�J�,..vQ� �hC+ uz SECTION 00 42 43 PROPOSAL FORM 2018 CIP Year 2, Contract 15 CPN 101476 00 42 43 BID PROPOSAL Page 2 of6 Brddeils Application Arhirnrfr,m Nn'A Project Item Information Bidder's Proposal Bidlist Item NO. Description Specification Unit of Bid Unit Price Bid Value Section No. Measure Quantify 39 3201.061 4 Conc Pvmt, Residential (Remove and Replace) 320129. SY 1,394 $124.25 $173,204.50 40 0241.1160 Remove Asphalt Pvmt 6241 15 SY 326 . $27.50 $8,965.00 41 0241.1506 2" Surface Milling 0241 15 SY 51 $4.34 $221.34 42 3212.0302 2" Asphalt Pvmt Type D 321216 SY 943 $20.89 $19,699.27 43 0241.1700 Pavement Pulverization 0241 15 SY 809 $14.82 $11,989.38 44 3211.6112 6" Flexible Base, Type A, GR-1 32 11 23 SY 121 $53.18 $6,432.36 45 3212 0303 3" Asphalt Pvmt Type D 32 12 16 SY 838 $27.67 $23,187.46 46 3125.0101 SWPPP -11 acre 31 2600 LS 1 $2,806.10 $2,806.10 47 9999.0001 Cem-Lime (30#/SY) 99 99 99 TN 12 $222.24 $2,666.88 48 9999.0002 Water Construction Allowance 01 71 23 LS 1 $70,600.0b $70,000.00 49 9999.0003 Relocate Existing Fire Hydrant 99 99 99 EA 1 $561.22 $561.22 60 3201.0111 4' Wide Asphalt Pvmt Repair, Residential 32 01 17 LF 7,010 $48.26 $338,302.60 Subtota[ Unit 1 -Water Improvements i i 1 1$3,234,583.46 1)&� c_1b' CITY OFFORT WORTH STANDARD CONSTRUCTION SPECIFICATION➢OCUMENTS Form Revised 20120120 2018 CIP Year 2, Contract IS CPN 101476 Addendum No 3 SECTION 00 42 43 PROPOSALFORM 2018 CIP Year 2, Contract 15 CPN I O1476 00 42 43 HID PROPOSAL Pape 3 of 6 Didde 's Application Addendum No 3 Project Item Information Bidder's Proposal Bidlist Item Specification Description Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity o o O 3311 10, 1 3331.4115 8" Sewer Pipe 33 31 12, LF 1,611 33 31 20 $97.59 $157,217.49 2 3331.4119 8" DIP Sewer Pipe W/ Protecto 401 Coating 3311 10 LF 334 $172.86 $57,735.24 3 3339.1001 4' Manhole 33 39 10, EA 6 33 39 20 $6,173.42 $37,040,52 4 3339.1002 4' Drop Manhole 333910, 33 39 20 EA 1 $9,540.73 $9,540.73 5 3339.1003 4' Extra Depth Manhole 33 39 10, 33 39 20 VF 5 $202.04 $1,010.20 6 9999.0003 Conflict Junction Box 33 3910, 33 39 20 EA 1 $10,550.93 $10,550.93 7 3339.0001 Epoxy Manhole Liner (Warren 33 39 60 VF 16 Environmental or Chesterton) $392.85 $6,285.60 8 3305.0114 Manhole Adjustment, Major w/ Cover 336514 EA 7 $3,928.54 $27,499.78 9 3331.3101 4" Sewer Service 333150 EA 47 $1,571.41 $73,856.27 10 3305.0112 Concrete Collar 33 05 17 EA 14 $1,403.05 $19,642.70 11 3305.0113 Trench Water Stops 33 05 15 EA 1 $561.22 $561.22 12 3301.0101 Manhole Vacuum Testing 330130 EA 8 $168.37 $1,346.96 13 0241.2102 6" Sewer Abandonment Plug 0241 14 EA 1 $336.73 $336.73 14 0241.2001 Sanitary Line Grouting 0241 14 Cy' 4 $897.95 $3,591.80 15 3305.0116 Concrete Encasement for Utility Pipes 33 05 10 CY 2 $448.98 $897.96 16 3301.0002 Post -CCTV Inspection 3301 31 LF 1,945 $8.98 $17,466.10 17 3305.0109 Trench Safety 330510 LF 1,944 $1.12 $2,177.28 18 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 3 $661.22 $1,683.66 19 3292.0100 Block Sod Placement 326213 Sy 66 $4.69 $309.541 20 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 1 $1,234.68 $I,234.68 21 0171.0061 Construction Staking 01 71 23 LS 1 $2,806.10 $2,806.10 22 0171,0102 As -Built (Red Line Survey) 01 71 23 LS 1 $2,806.10 $2,806.10 23 3471.0001 Traffic Control 3471 13 MO 1 $6,167.80 $6,167.80 24 3216.0101 6" Conc Curb and Gutter 321613 LF 66 $41.44 $2,735.04 25 3213.0301 4" Conc Sidewalk 32 13 20 SF 202 $7.35 $1,484.70 26 3201.0111 Temporary Asphalt Paving Repair (2" HMAC 3201 17 LF 2,101 on 6" CTB) $31.43 $66,034.43 27 3201.0614 Conc Pvmt, Residential (Remove and 320129 SY 5 Replace) $124.25 $621.25 28 3211.0112 6" Flexible Base, Type A, GR-1 32 11 23 SY 11 $106.63 $1,172.93 29 3125.0101 SWPPP z 1 acre 31 25 00 LS 1 $2,806.10 $2,806.10 30 9999.0004 Sewer Construction Allowance 01 71 23 LS 1 $30,000.00 $30,000,00 Subtotal Unit 2 - Sanitary Sewer Improvements $546,619.84 2018 CIP Year 2, Contract 15 CrTY OF FORT WORTH CPN 101476 STANDARD CONSTRUCTION SPECIF-ICATION DOCUMENTS Addendum No 3 Form Revised 20120120 UNIT PRICE DID SECTION 00 42 43 PROPOSALFORM 2018 CIP Year 2, Contract 15 CPN 101476 Project Item information 00 42 43 BID PROPOSAL Page 4 of 6 Biddov's Application Addendum No 3 Bidder's Proposal jBidlist Item Specification Emit of I Bid f No Description Section No, Measure Quantity Unit Price Bid Value 1 0171.0001 Construction Staking 01 71 23 LS 2 0241.0100 Remove Sidewalk 02 41 13 SF 3 0241.0200 Remove Step 0241 13 SF 4 0241.0300 Remove ADA Ramp 02 41 13 EA 5 0241.0401 Remove Concrete Drive 0241 13 SF 6 0241.0402 Remove Asphalt Drive 0241 13 SF 7 0241.0600 Remove Wall <4' 02 41 13 LF 8 0241..1000 Remove Cone Pvmt 0241 15 SY 9 0231.1300 Remove Concrete Gueb & Gutter 0241 18 LF 10 0241.1400 Remove Concrete Valley Gutter 0241 15 $Y 11 0241.1506 2" Surface Milling 0241 15 SY 12 0241.170011" Pavement Pulverization 02.41.16 SY 13 3110.0101 Site Clearing 31 1000 SY 14 3110.0102 6"-12' Tree Removal 31 1000 EA 15 3110.0103 12"A 8" Tree Removal 31 1000 EA 16 3110.0104 18"-24" Tree Removal 3116 00 EA 17 3.110.0105 24" and Larger Tree Removal 31 1006 EA 18 3123.0101 Unclassified Excavation by Plan 31 2316 CY 19 3124.0101 Embankment by Plan 3124 00 CY 20 3125.0101 SWPPP >_ 1 acre 31 25 00 LS 21 3212.6362 2" Asphalt Pvmt Type D 321216 SY 22 3212.0303 3" Asphalt Pvmt Type D 321216 SY 23 3212.0401 HMAC Transition 321216 TN 24 3212.0600 HMAC Pavement Level Up 321216 TN 25 3213.0101 6" Conc Pvmt 321313 SY 26 3213.0301 4" Conc Sidewalk 32 13 20 SF 27 3213.0311 4" Conc Sidewalk Adjacent to Curb 3213 20 SF 28 3213.0321 Conc Sidewalk, Adjacent to Ret Wall 32 3213 SF 29 3213.0322 Conc Curb at Back of Sidewalk 323213 LF 30 3213.0401 6" Concrete Driveway 32 13 20 SF 31 3213.0403 8" Concrete Driveway 321320 SF 32 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 33 3213.0504 Barrier Free Ramp, Type M-2 32 13 20 EA 34 3213.0505 Barrier Free Ramp, Type M-3 32 13 20 EA 35 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 36 3216.0101 6" Concrete Curb & Gutter 321613 LF 37 3216.0301 7" Conc Valley Gutter, Residential 321615 SY 38 3217.0501 24" SLID Pvmt Marking HAE (W) 32 17 23 LF 39 3217.6001 Curb Address Painting 32 17 25 EA 40 3232.0100 Conc Rat Wall Adjacent to Sidewalk 323213 SF 41 3291.0100 Topsoil 32 91 19 CY eny OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATIONDOCUKENTS Form Revised 20120120 11 $1,122.44 26,159 $1.93 120 $5.11 55 $346.10 33,697 $2.00 6,433 $2.00 276 $16.05 83 $27.90 13,303 $5.16 536 $27.90 14,133 $4.34 17,362 $8.62 2 6 6' 1 800 300 1 14,133 17,362 60 58 83 36,169 900 2,211 500 44,500 3,200 27 1 1 30 22,560 594 468 210 514 $27.32 $448.98 $561,22 $841.83 $1,683.66 $29,31 $22.77 $2,806.10 $12.83 $19.21 $155.59 $7.35 $8.81 $11.22 $11.22 $2,318.96 $2,121.41 $2,143.86 $1,672.43 $41.44 $1,122.44 $50,486.87 $18,705.50 $67,394.00 $12,866.00 $4,413.75 $2,315.70 $14,964.40 $61,337.22 $149,660.44 $13,660.00 $897.96 $3,367.32 $5,050.98 $1,683.66 $6,831.00 $2,806.10 $181,326.39 $333,524.02 $9, 335.40 $10,312,76 $265,842.15 $7,929.00 $24,807.42 $9,285.00 $398,275.00 $35,904.00 $62.611.92 $2,121.41 $2,143.86 $50,172.90I $55,871.64 $7,483.32 $8,013.60 $17,306.38 $36,114.00 +1✓�C �� 2018 CIP Year 2, Contract 15 CPN 101476 Addendum No 3 SECTION 00 42 43 PROPOSAL FORM 2018 CIP Year 2, Contract 15 CPN 101476 00 42 43 BID PROPOSAL Page 5 of 6 idler's Application Adrinndnm N. Z Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Meastwe Bid Quantity Unit Price Bid Value 42 3292.0100 Block Sod Placement SY 4,800 $4.69 $22,512.00 329213 43 3305.0107 Manhole Adjustment, Minor 330514 EA 8 $1,180,72 $9,445.76 44 3305.0108 Miscellaneous Structure Adjustment (WM) 33 05 14 EA 26 $150.22 $3,905.72 45 3305.0111 Valve Box Adjustment w/ Conc Collar 33 05 14 EA 71 $748.03 $53,110,13 46 3305.0112 Concrete Collar 330517 EA 20 $1,463.05 $28,061.00 47 3346.0001 4" Pipe Underdrain, Type 1 33 46 00 LF 15 $72.96 $1,094.40 48 3441.4003 Furnish/install Alum Sign Ground Mount City 34 4130 EA 1 $443,36 $443.36 49 3441.4110 Remove and Reinstall Sign Panel and Post 34 41 30 EA 7 $555.61 $3,8$9.27 50 3471.0001 Traffic Control 3471 13 MO 8 $6,167.80 $49,342.40 51 9999.0001 Barrier Free Ramp, Modified Type R-1 32 13 20 EA 4 $2,617.53 $10,470.12 52 9999.0002 Barrier Free Ramp, Modified Type P-1 321320 EA 12 $1,871.11 $22,453.32 53 9999,0003 Conc. Steps 99 99 99 SF 120 $39.29 $4,714.80 54 9999.0004 Gem -Lime (3wSY) 99 99 99 TN 257 $222.24 $57,115.68 55 9999.0005 Miscellaneous Utility Adjustments (irrigation) 32 32 13 LS' 1 $25,060.60 $25,000.00 56 9999.0006 Remove, Protect, and Reinstall Historic 323213 EA 5 Curb Tile $503.67 $2,918.35 57 9996.0007 Replace Historic Curb Tile 32 3213 EA 8 $1,178,56 $9,428.48 58 9999.0608 Remove and Relocate Mailbox 32 32 13 EA 1 $809.26 $809.28 59 9999.0009 Remove and Replace Brick Mailbox 323213 EA 1 $3,142.83 $3,142.83 60 9966.0010 Rem/Repl Wire Mesh Fence, Metal Posts 323213 LF 175 $5.5.11 $9,644,25 61 9999.0011 RemlRepl 5' -10' Inlet Top (exist size varies) 33 49 20 EA 4 $4,321.39 $17,285.56 62 9999.0012 RemlRepl 10' -16' Inlet Top {exist size 33 49 20 EA 14 $5,668.32 $79,356.48 63 9999.0013 Rem/Repl 15'- 20' Inlet Top (exist size 33 49 20 EA 1 $8,81 i.15 $8,811.15 64 9999.6014 Paving Construction Allowance 999,999 LS 1 $150,000.00 $156,000.00 Subtotal Unit 3 - Paving Improvements $3,542,419.34 -4/rlp/s a -;� CITY OF FORT WORTH STANDARD CONSTRUCTION SPECInCAUOX DOCUMENTS Fomi Revised 20120120 201E CIP Year2, Contract IS CPN 101476 Addendum No 3 UNIT M-110E BID SECTION 00 42 43 PROPOSALFORM 2018 CIPYear 2, Contract 15 CPN 101476 Project item Information 00 42 43 BID PROPOSAL Page 6 of 6 "Iddei®s Application Addendum No 3 Bidder's Proposal Bidlistltem No. Description Specification Section No. Unit Of Measure Bid Quantity Unit Price Bid Value V70241 1 0171.0001 Construction Staking 017123 LS 1 $2,806.10 $2,806.10 2 0171.0102 As -Built Survey 017123 LS 1 $2,806.10 $2,806.10 3 0241.0401 Remove Concrete Drive 41 13 SF 103 $2.00 $206.00 4 0241.3001 Storm Line Grouting 13 CY 51 $308.67 $15,742'.17 5 0241.3402 Remove 5' Storm Juntion Box 0241 14 EA 1 $1,459.17 $1,459.17 6 0241.34402 Remove 36" Storm Pipe 02 41 14 LF 10 $33.67 $336.70 7 0241.4003 Remove 20' Curb Inlet 624114 EA 1 $1,459.17 $1,459.17 8 3110.0162 6"-12" Tree Removal 31 1000 EA 1 $448.98 $448.98 9 3125.0101 SWPPP ? 1 acre 31 2500 LS 1 $2,806.10 $2,806.10 10 3201.0111 Temporary Asphalt Paving Repair (2" l-IMAC 32 01 17 LF 100 $66.22 $6,622.00 11 3213.6401 6" Concrete Driveway 32 13 20 SF 103 $8,95 $921.85 12 3292.0100 Block Sod Placement 329213 SY 86 $4.69 $403.34 13 3301.0002 Post -CCTV Inspection 33 01 31 LF 277 $3.37 $933.49 14 3365.0103 Exploratory Excavation of Existing Utilities 330630 EA 2 $1,234.69 $2,469.38 15 3305-0109 Trench Safety 330510 LF 266 $1.12 $230.72 16 3305.0112 Concrete Collar 33 05 17 EA 3 $1,463.65 $4,209.15 17 3341.0261 21 " RCP, Class 111 0241 13 LF 6 $161.63 $969.78 18 3341.1102 4'x3' Box Culvert 01 71 23 LF 200 $39622 $79,244.00 19 3341.1102 4'x3' Box Culvert Class IV 01 71 23 LF 70 $396.22 $27,735A0 20 3349.0002 5' Storm Junction Box 33 49 10 EA 1 $10,550,93 $10,550.93 21 3349.0003 6' Storm Junction Box 334910 EA 2 $10,943.78 $21,887.56 22 3349.5003 20' Curb Inlet 33 49 20 EA 1 $9,428.49 $9.428.49 23 3471.0001 Traffic Control 3471 13 MO 1 $6,167.80 $6,167.80 24 9999.0001 Storm Drain Construction Allowance 99 99 99 LS 1 $20,000.00 $20,000.00 $219,844.38 Subtotal Unit 4 - Storm Drain Improvements ---------------- Subtotal Unit 1 -Water Improvements $3,234,583.46 Subtotal Unit 2 - Sanitary Sewer Improvements $546,619.84 Subtotal Unit 3 - Pavement Improvements $3,642,419.34 Subtotal Unit 4 - Storm Drain Improvements $219 844 38 TOTAL (Units 1-4) $7,543,467.02 END OF SECTION 7e-�-z- G' -2:7c ,�� � &R 2019 CW Year 2, Confract 15 CITY OP FORT WORTH CPN 101476 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Addendum No 3 Form Revised 20120120 SECTION 00 42 43 PROPOSALFORM 2018 CIP Year 2, Contract 15 CPN I O1476 UNIT PRICE RICE 004243 BID PROPOSAL Page 1 of 6 Bidder's Application Addendum No 3 Project Item information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Rid Value No_ Section No. Measure Quantity 1 3311,0541 16" DIP Water Pipe 3311 10, LF 65 _3311.0441 3311 12 ._. 2 12" Water Pipe 3311 10, LF 2,539 3311 12 3 3311.0361 10" PVC Water Pipe 33 11 12 LF 10 4 3311.0261 8" PVC Water Pipe 33 11 12 �LF 8,869��- 5 3311.0161 6" PVC Water Pipe 3311 12 LF 85 6 3311,0251 8" DIP Water 33 11 10 LF 60 7 3312.3006 16" Gate Valve wl Vault 33 12 20 EA� 8 3312.3005 12" Gate Valve 33 1220 FA� ��. 9 9 3312.3004 10" Gate Valve 33 12 20 EA 2 10 3312.3003 8" Gate Valve 33 12 20 EA 45 _ 11 3312.3002 6" Gate Valve 33 12 20 EA 15 12 3312.0001 Fire Hydrant _._..... ..m _d __� _._ ._ _ .- __ __ . 33 12 40 _w EA 15 _ _.. 13 3312.1002 2" Combination Air Valve Assembly for w.�.. _ � 33 1230 . _-_ EA . �.v._s. � 1 _ 14 3312.2003 1" Water Service 331210 EA 252 15�.__. 3312.2004 1" Private Water Service 33 1210 LF - �760 16 3312.2001 1" Water Service, Meter Reconnection 3312 10 EA 241 17 0241.1118 4"A2" Pressure Plug 0241 14 EA 1 18 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 8 19 3305.0003 8" Waterline Lowering _ 33 05 12 _ EA -.5�--- --�-- -- 20 3304.0101 Temporary Water Services 33 04 30 �- L5.�._ __..-. _ ....._ _ 21 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 3 22 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 47 23 3312.0106 Connection to Existing 16" Water Main 33 1225 EA 2 24 3305.0109 Trench Safety 33 05 10 LF 1,320 25 0241.1510 Salvage Fire Hydrant 0241 14 EA 13 26 0241.1301 Remove 4" Water Valve 0241 14 EA 1 27 0241.1302 Remove 6" Water Valve 02 41 14 EA 28 0241.1363 Remove V Water Valve 02 41 14 EA 14 29 0241.1304 Remove 10" Wafer Valve 02 41 14 ._ Eq_ __ ____.� 1-0 —�� _ 30 3291.0100 Topsoil 3291 19 CY 78 31 3292.0100 Block Sod Placement 3292 13 SY 312 320171.0001 Construction Staking._ "' 01 71 23 � � IS 33 0179.0102 As -Built (Red Line Survey) 01 71 23 LS 34 3471.0001 Traffic Control --- - _----.._. 3471 13 MO 8 35 3216.0101 6" Cone Curb and Gutter 32 16 13 LF 490 36 3213.0301 4" Conc Sidewalk 32 1320 SF 1,058 37 3216.0301 7" Cone Valley Gutter, Residential 32 16 13 Sy 89 38 3201.0111 Temporary Asphalt Paving Repair (2" HMAC on 6'' CTB) 3201 17 LF 7,962 201 R CIP Year 2, Co.[-.[ 15 CITY OF PORT WORTH CPN 101476 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Addendum No 3 Farm Revised 2012/1120 SECTION 00 42 43 PROPOSAL FORM 2018 CIP Year 2, Contract 15 CPN 101476 UNIT PRICE RI® 00 42 43 BID PROPOSAL Page 2 of 6 Bidder's Application Adrlendnm N. 3 Project Item Information Bidders Proposal Bidlisi Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity 39 3201.0614 Conc Pvmt, Residential (Remove and Replace) 3201 29 SY 1,394 40 0241A 100 Remove Asphalt Pvmt �-� 0241 15 SY 326 41 0241.1506 2" Surface Milling 0241 15 SY 51 42 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 943 43 6241.1700 Pavement Pulverization 02 41 15 SY 809 44 3211.0112- 6" Flexible Base, Type A, GR-1 32 11 23 SY 121 45 3212.0303 3" Asphalt Pvmt Type D 32 1216 SY 838 46 3125A101 SWPPP ? 1 acre 31 25 00 LS 1 47 9999.0001 Cem-Lime (30#/SY1 _..- 1999999 TN 12 48 19999.0002 Water Construction Allowance 71 23 LS 11 $70,000.001 T7n.noo ooI I101 49 19999.0003 Relocate Existinq Fire Hvdrant 199 99 99 EA 11 50 3201.0111 4' Wide Asphalt Pvmt Repair, Residential 01 17 LF f 7,0101 132 Subtotal Unit 1 - Water Improvements 1 1 $70.000.00 2018 CIP Year 2, Contras 15 CITY OF FORT WORTH CPN 101476 STANDARD CONSTRUCTION SPFCI FICATION DOCUMENTS Addendum No 3 Form Revised 20120120 00 42 43 BID PROPOSAL I'agc 3 of 6 SECTION 00 42 43 PROPOSAL FORM 2018 CTP Year 2, Contract 15 CPN 101476 UNIT PRICE 131D Bidder's Application Addendum N0 3 Project Item Information Bidder's Proposal Bidlist Item Description specification Unit of Bid Unit Price Bid Value NO. Section N0. Measure Quantity imd.a 'ROVEMENTS 3311 10, 1 3331.4115 8" Sewer Pipe 3331 12, LF 1,611 3331 20 �2 . 3331.4119 8"DIP Sewer Pipe WI Protecto 401 Coating _ 33 11 10 . LF 334 3 3339.1001 4' Manhole 3339 10 EA 6 � � � 33 39 20 4. 3339.1002�4' Drop Manhole 33 39 10, EA 1 33 39 20 5 3339.1003 4' Extra Depth Manhole 33 39 10, VF 5 33 39 20 6 9999.0003 Conflict Junction Box 33 39 10, EA 1 33 39 20 7 3339.0001 Epoxy Manhole Liner (Warren Environmental or Chesterton) 33 39 60 VF 16 8 3305.0114 Manhole Adjustment, Major wl Cover - 33 05 14 _ EA 9 1.3101 4" Sewer Service 33 31 50 EA 47 10 3305.0112 Concrete Collar 33 OS 17 EA 14 11 3305.0113 Trench Water Stops 3305 15 EA 1 12 3301.0101 Manhole Vacuum Testing 3301 30 EA 8 13 0241.2102 6" Sewer Abandonment Plug 0241 14 EA 1 0241.2001 SanitaryLine Grouting 02 41 14. ,_. , _ CY 4���� - 15 3305.0116 Concrete Encasement for Utility Pipes 3305 10 CY 2 16 3301.0002 Post -CCTV Inspection 3301 31 LF 1,945 17 3305.0109 Trench Safety 33 05 10 LF 1,944 18 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 3 19 3292.0100 Block Sod Placement 32 92 13 SY 66 20 3305.0103 Exploratory Excavation of Existing Utilities ... 33 05 30 EA 1 21 __.... r 0171.0001 Construction Staking 01 71 23 LS 1 22 0171.0102 As -Built Survey) Line Red ". { y) _ 01 71 23 L5 1 23 3471.0001 Traffic Control 34 71 13 _ MO 1 24 3216.0101 6" Conc Curb and Gutter .r_ ..... _ __._.._ 32 16 13 LF 66 25 3213.0301 4' Conc Sidewalk 32 13 20 SF 202 26 3201.0111 Temporary Asphalt Paving Repair (2" HMAC 3201 17 LF 2,101 on 6" CTB) 3201.0614 Conc Pvmt, Residential (Remove and 27 Replace) 3201 29 SY 5 28 3211.0112 6" Flexible Base, Type A, GRA 3211 23 SY 11 29 3125.0101 SWPPP >_ 1 acre �� 31 25 00 LS 1 W_.. 30 19999.0004 Sewer Construction Allowance 01 71 23 LS 1 30,000.00 $30,000.00 Subtotal Unit 2 - Sanitary Sewer Improvements $30,000.00 201 & CIP Year 2, Contract 15 CITY OF PORT WORTH CPN 101476 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Addendum No 3 Form Revised 20120120 SECTION 00 42 43 PROPOSALFORM 2018 CIP Year 2, Contract 15 CI'N 101476 UNIT PRICE BID 00 42 43 BID PROPOSAL Page 4 of 6 Bidder's Application Addendum No 3 Project Item Information Bidder's Proposal Bidlist Item Specification I Unit of Bid Description Unit Price Bid Value No Section No_ Measure Quantity 1 _. 0171.0001 Construction Staking .r 01 71 23 LS 1 2 0241.0100.Remove Sidewalk _ �0241A200 02 41 13 _ SF 26,159 3 Remove Step ��641.0300 02 41 13 SF 120 4 RemoveADA Ramp 024113 _Eq.n 55 5 0241.0401 Remove Concrete Drive 0241 13 SF 33,697 r 6 0241.0402 Remove Asphalt Drive 0241 13 - SF 6,433 7� 0241.0600-Remove Wall <4' 0241 13 LF 275 8 6241.1000 Remove Cone Pvmt 0241 15 SY 83 9 0231.1300 Remove Concrete Curb & Gutter 0241 15 LF 13,303 10 0241.1400 Remove Concrete Valley Gutter 0241 15 SY 536 11 0241.1506 2" Surface Milling 0241 15 SY 14,133 12 0241.1700 11" Pavement Pulverization 02.41.15 SY 17,362 13 3110.0101 Site Clearing 31 1000 SY 500 14 3110.0102 6"-12" -free Removal 31 1000 EA _ _. e.----- ._. 2 15 3110.0103 12"-18" Tree Removal 31 1000 HA 6 16 _._ 3110.0104 18"-24" Tree Removal . �_ __ _ _ .__ _ _ _ W__ _ 31 1000 EA 6 17 x _ _ _ 3110.0-105 24" and Larger Tree Removal- .._ 31 10 00 EA 1 18 3123.0101 Unclassified Excavation by Plan 31 2316 Cy 800 19 3124.0101 Embankment by Plan 31 24 00 CY 300 20 - 3125.0101 SWPPP >_ 1 acre 31 2500 LS 1 21 3212.0302 2" Asphalt Pvmt Type D _ 32 12 16 ...a _ . SY. 14,133� 22 3212.0303 3" Asphalt Pvmt Type D 32 12 16 SY 17,362 23 �24 3212.0401 HMAC Transition 32 12 16 TN 60 3212.0600 HMAC Pavement Level Up 32 12 16 TN 58��� 25 3213.0101 6" Conc Pvmt� _ 32 13 13 SY 83 26 3213.0301 4" Conc Sidewalk 32 1320 SF 36,169 27 3213.0311 4" Conc Sidewalk Adjacent to Curb 32 1320 SF 900 28 3213A321 Conc Sidewalk, Adjacent to Ret Wall 32 32 13 SF 2,211 29 3213.0322 Conc Curb at Back of Sidewalk 32 32 13 LF 500 30 3213.0401 6" Concrete Driveway 32 13 20 � SF 44,500 31 3213.0403 8" Concrete Driveway 32 1320 SF . -3,200 32 3213.0501 Barrier Free Ramp, Type R-1 32 1320 EA 27 33 3213.0504 Barrier Free Ramp, Type M-2 32 13 20 EA 1 34 3213.0505 Barrier Free Ramp, Type M-3 32 13 20 EA 1 35 3213.0506 Barrier Free Ramp, Type P-1 21320 EA 30 36 3216.0101 6" Concrete Curb & Gutter. 32 16 13 LF 22,500 37 3216.0301 7" Conc Valley Gutter, Residential 32 16 15 SY _ 594 38 3217.0501 24" SLD Pvmt Marking HAE (11V) _ 32 1723 -� LF - 468 39 3217.5001 Curb Address Painting 32 17 25 EA 210 40 3232.0100 Conc Ret Wall Adjacent to Sidewalk 32 32 13 SF 514 41 3291.0100 Topsoil 3291 19 Cy 650 2018 CIP Year 2, Contract 15 CITY OF PORT WORTH CPN 101476 STANDARD CONSTRUCTION SPFCIICAT[ON DOCUMENTS Addendum No 3 Form Revised 20120120 SECTION 00 42 43 PROPOSALFORM 2018 CIP Year 2, Contract 15 CPN I O1476 UNIT PRICE BID 00 42 43 AID PROPOSAL Page 5 of 6 Bidder's Application Addendmn No 3 Project Item Information Bidder's Proposal Bidlist [tern Description Specification Unit of }aid Unit Price Bid Value No Section No. Measure Quantity 42 3292.0100 Block Sod Placement SY 4,800 _. 32 92 13 43 3305.6107 Manhole Adjustment, Minor 3305 14 EA 8 44 3305.0108 Miscellaneous Structure Adjustment (WM) 33 05 14 EA 26 45 3305.0111 Valve Box Adjustment wl Conc Collar 33 05 14 _ EA 71 46 3305.0112 Concrete Collar 330 511 17 EA 20 47 3346.0001 4" Pipe Underdrain, Type 1 33 4600 LF 15 48 3441.4003 Furnishllnstall A[um Sign Ground Mount City 34 41 30 EA 1 49 3441.4110 Remove and Reinstall Sign Panel and Post 34 41 30 EA 7 50 3471-0001 Traffic Control 3471 13 MO 8 51 9999,0001 Barrier Free Ramp, Modified Type R-1 32 13 20 EA 4 52 9999.0002 Barrier Free Ramp, Modified Type P-1 32 13 20 EA 12 53 9999.0003 Conc. Steps 99 99 99 SF 120 54 9999.0004 Cem-Lime (30#/SY) 99 99 99 TN 257 55 9999.0005 Miscellaneous_ Utility Adjustments (Irrigation) 32 32 13 LS 1 $25,000.00 $25,000.00 .. 56 9999.0006 Remove, Protect, and Reinstall Historic Curb Tile 32 32 13 EA 5 57� 9999.0007 Replace Historic Curb Tile � 3232 13 _._. EA _ 8 58 9999.0008 Remove and Relocate Mailbox 32 32 13 EA 1 59 6999.0009 Remove and Replace Brick Mailbox 32 32 13 '--EA ---'1 - - 60 9996.0010 RemlRepl Wire Mesh Fence, Metal Posts 32 32 13 LF 175 61 9999.6011 RemRy- � ,a.__..... ep[ 5' 10' Inlet Top (exist size varies) 33 49 20 EA 4 62 9999.0012 RemlRepl 10' - 15' Inlet Top (exist size -�� 33 49 20 _ EA 94-� 63 9999.0013 RemlRepl 15' - 20' Inlet Top (exist size 33 49 20 EA 1 _ 64 9999.0014 Paving Construction Allowance 99 99 99 LS 1 $150,000.00 $15p,000,00 Subtotal Unit 3 - Paving Improvements $175,000.00 tots CIP Yur 2, Conima 15 CITY OF' FORT WORTH CPN 101476 STANDARD CONSTRUCTION SPECINCATfON DOCUMENTS Addendum Na 3 Eonn Revised 20120120 SECTION 00 42 43 PROPOSAL FORM 2018 CIP Year 2, Contract 15 CPN 101476 UNIT PRICE BID 00 42 43 BID PROPOSAL Page 6 of 6 Bidder's Application Addendum No 3 Proiect Item information Bidder's- Proposal Bidlist item Description No, Specification Section No- Unit of Measure Bid Quantity Unit Price Bid Value 1 0171.0001 Construction Staking 01 71 23 LS 1 2 0171.0102 As -Built Survey 01 71 23 LS �. 3 0241.0401 Remove Concrete Drive 0241 13 SF 103 4 0241.3001 Storm Line Grouting 0241 13 Cy 51 5 0241.3402 Remove 5' Storm Juntion Box 0241 14 EA 1 6 0241.3402 Remove 36" Storm Pipe 0241 14 LF 10 7 0241.4003 Remove 20' Curb Inlet 0241 14 EA 1 8 3110.0102 6"A 2" Tree Removal 31 1000 EA 1 9 3125.0101 SWPPP >_ 1 acre __. 31 2500 LS 1 10 3201.0111 Temporary Asphalt Paving Repair (2" HMAC 3201 17 LF 100 _ .. 11 3213.0401 6" Concrete Driveway 32 1320 SF 103 12 3292.0100 131ock Sod Placement 32 92 13 'Sy 86 13 3301A002 Post -CCTV Inspection ' 33 01 31 _ LF 277 14 Exploratory Excavtion of Existing Utilities 3305.0103 a 305 30 3 m � _. 15 3305.666 Tronch Safety 33 05 10 LF 206 16. 3305.0112 Concrete Collar 3305 17 EA .. _._._� . 3 17 3341.0201 21'RCP, Class III 02 41 13 LF 6 18 3341.1102 4'x3' Box Culvert 0171 23 LF 200 19 3341.1102 4'x3' Box Culvert Class IVT^ - 01 71 23 LF 70 20 � . 3349.0002 5' Storm Junction Box 3349 10 EA 1� 21 3349.0003 6' Storm Junction Box � 33 49 10 EA _ 22 3349.5003 20' Curb Inlet 33 49 20 EA 1 23 3471.0001 Traffic Control 3471 13 MO 1 24 19999.0001 Storm Drain Construction Allowance 99 99 99 LS 1 20000.00 $20,000.00 Subtotal Unit 4 - Storm Drain Improvements $20-000.00 Subtotal Unit 1 - Water Improvements $70,000.00 Subtotal Unit 2 - Sanitary Sewer Improvements $30,000.00 Subtotal Unit 3 - Pavement Improvements $175,000.00 Subtotal Unit 4 - Storm Drain Improvements $20,000.00 TOTAL (Units 1-4) $295,000.00 END OF SECTION 2018 CIP Year 2, Contract 15 CITY OF PORT WORTH CPN 101476 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Addendum No 3 Form Revised 20120120 9H1 45 _aI - I Minffl • Hwih616 35naNriNLvp S1,f I I _PCLL11aJh+ i'DI!X i L,rz I SECTION H 45 41) TLMPORARY REVLSION 416/2021) fC" VID-[21 I Minority HLisiness E i il u rprisc % pec i kat ions 5 ACELIC'ATJON Oir POLICY e+ I F' the total d01l ar. val"C (if the t:clIII nac:t is gTtMer than $50-00 i, 111cn :a MBF ~ Ilk-untractilie, goal is 7 app3iuuble R M II is lire policy of Elie City of Furl Word) 1.0 eMSUM 111c fi111 and eyuituble poi-fleivatii)n by Minority I I € umirtess Enterprises {MBE i11 tine ISmciprumora1 of rill gonds saki services. All ] equire�>7erxt5 ajncl 12 regulations 51a[cd in the, Gry's current Bus iraa:ss DivCC rsity 1.'nterprise Ord ❑wce apply to this bid. 13 14 Is 1.6 17 [8 19 20 21 22 23 24 25 26 27 28 29 30 31 j2 33 34 35 i4 -HF FEW EC"f C;[1AL.S TJtc C:ity's MBE gcxRI on ribs project i5 1.5% of the total bid uaiue of tltc tonal b[d Y;kILLe rlrtbeF Onrract (Bose &1 0 parkx awl c1linrrrr117ir)-Sorvicesj. Ante: if bolIi NIBE IWLSBE su!>eourraclIng goaaN arc es ablished for this praJ eel, Ilteaa an 0I'levor m11st stibwit Iaofll a MEBE Uti[Lzatiaal Form rend at BF UtRim Lion Fornl to be deeuaxd respnneive. COP PLEAD CE TO 131D 5PECrHCA'3f J0NS 0- n City U0rlINICJS $,S(),0(1SI rat• mare where a MBE sulacontrnctiiig goal is applied. t tTer,ors are rNuirrd to camply wilt thL i11tenl r)fthe C ity's Business Diversity E n r e. rprii Re Ordlim nce by one uf the fal I owi ng: 1. Meet nr exceed the tibusv sleeted MBE goal illruugh M 8E sullc6m1V-ietiog pa?Irlicipafion, or 2., Meet or exceed the aFgive stnlL-al NM goal ihruligh MBE Joint Venture pa r iuipmtion, or 3. Good Faith Effort documetalartion, 01,; 4. Prinle Wnixcar 410cruaWnt5iioal. SUBMITTAL OF REQUIRED DOCIJLMUNTATION The atppliciaihle documenu; mus.1 l.w reeeiveil dry the #5Sigiied City of Fort Words Prajecx Manager or Dc lrtmenT L7esignee, ividlin flit falIoxvin- tI111nN alIocaled. iaa circler for thu anti re bid I be eansklered respoaasive it. Iht! zpoci Ficatians. The 011ror sbrall E M A I I the MBE dOr. allnentafion to the ass igiled City of Fort Worth !'wject Markiger or Gepw-invent Designee: A ra xed col py w i I I a o I be ncce ted. I, subcoub-netaia' U111i7ntiiin Form, II' receiv ud no later than 2,,00 p.im. on the. Fecritid City Lousiness goal is nlet in- excceded daffy abler the bid upotiing bate, exrlvt6ve of 1ho bid opening date. 2. Good Faith Effort and received no later Ihan 2.00 p.im, un I h v second City bus,I neS4 SUWantrtactor lltiIizaa(ion r'br., if day area' the laic) gcnilig c4ite, i 7xc1tisive of the bid 0 ning nrtici sat ion is 3es3 thuri staked gwd, date. 3. Gnod FAWI Effort aJul receivcxl rro Irlterthnn 2DO p_n:i., ion the secoW City i,arwirless Subcontractor LlfiTiza#ion Form. if no logy afro - Lhe.} hie{ z pening dwe, exclusive of the bid opening MBE Li; irt�ation, elate.. d. Prime CoMrtirlor Wailver Form, rereiyed no later tNin 2.00 p..Im„ on the .�,on0 Ci ry [? siuess it -you will perform all day atler the bid opening date, exclusive ul' 11ae hid opening curitractin su t lier work, elute. Crr-Y UF-1� L a-t W{3 u 2(F1$Clltlanr 2 t,mlluL:l 13 STA ARD CON `4TR VTIe5N Ff[`Af ON WCLiblE*r�s CIPN 1014?6 'I ollporaHly kvvi5ed April b. 202D Lim le C fV m 19 Fern rkvieluu l 6 i.i Inc Vem me Fo rm, i f'goa IGmd #ctckg, ma*-2 wkdt�.&ann.r m U! eta! m.ceived no IBA du %{m p.m., ;)ii lhe kiecond{iy husinuss dmy ufler Ik bid apenjing A t!!(ClUSiVt Of JhV R d nriening R. |FA ILI I RETO COMPLY WITH THE CIT'SnLmNE�Ra■V[kmlN'EN' RPRmEORDINANCE 2IEIlESULTIN-1-1 iE DID BEM G CONSI DER ED N0N RFSONSJ VT, TO9P CMCAI0N% PA|L(ItFT0 mU1;NIT T1I E REQu[[LED MBE DOeEN£N' vRON W| Ll,aESELTIN THE DID BEING COS IDERED N 0 N -R VS PO Nloll VE. A«KAND mILtTRE WILL ■E5LeF'INTHE OrERo14 BE]N G 1 Sp1:� H H RI EQ It A PER 10 1)OF 0 NE YEA R. Tu E£ R%■L;RESIN A m,%? £ yEwn PEMOD WILL RFSlA.T 1§ A Dm9U&LI nCAITON PERt llOr TIME YEARS. 7 An Q� s ni.m CO21&d TBe§ DR 0lTik(01 2674. # END OF SECTION 10 -(TF- FORT ¢ORI'l 201 �nRv=3i2m ACE RTC RD N,Rute�Nm MCADON LVkU,ELP» NmN3 tRp'�rily kryaL-d AryrJl 6. 32 dLLcl 41 a,V7J 19F ! SP 34 71 13.01 TRAFFIC CONTROL Page I of4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL For this Project, the Standard Specification 34 71 13 for Traffic Control (dated 11/22/2013) is amended with respect to the clauses cited below. No other clauses or requirements of this Standard Specification are waived or changed. Delete section 1.1. fi-om Standard Specification 34 71 13 and replace with: 1.1 SUMMARY B. Installation of Traffic Control Devices and preparation of Traffic Control Plans, including moving, replacing, maintaining, cleaning and removing upon completion of the work, all temporary or permanent street closure barricades, signs, cones, lights or other devices required to handle traffic in conformance with the current edition of the Texas Manual of Uniform Traffic Control Devices and as indicated on the Drawings or directed by the Engineer or designated City representative. C. Deviations from this City of Fort Worth Standard Specification 1. As outlined in this Special Provision to Standard Specification 34 71 13. D. Related Specifications Sections include, but are not limited to: I. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements Delete paragraph 1.2. from Standard Specification 34 71 13 and replace with: 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Installation of Traffic Control Devices a. Measurement 1) Traffic Control Devices for the project will be measured per month throughout the project duration regardless of the number of set-ups, locations or streets under construction. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured, as provided under "Measurement," shall be paid for at the unit price bid for "Traffic Control" under each Unit of Work (Water, Sewer, Paving, etc). No additional compensation is made for materials, equipment or labor required for this Item. CITY OF FORT WORTH DATE REVISED: 12/13/2019 2018 CIP Year 2, Contract 15 CPN 101476 SP 34 71 13.01 TRAFFIC CONTROL Page 2 of 4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL 2) No more than one month maybe charged during the same 30 day period of a contract. Projects with multiple crews performing concurrent Units of Work (Water, Sewer, Paving, etc) will be paid for 1 (one) month total, under the contractor's selected unit. The selected unit must have had active work during that period. 3) The months for each Unit of Work will be approximated for bidding and can be adjusted during construction as the work progresses according to the Contractor's schedule. The Contractor's schedule shall reflect the project being complete within the project duration set by the contract. c. The work performed under this Item shall include, but not be limited to: 1) Traffic Control implementation 2) Installation 3) Maintenance 4) Adjustments 5) Replacements 6) Removal 7) Police assistance during peak hours 1. Traffic Control Plan Changes: I ) Contractor driven changes to the sequencing, resources, or location of traffic control activities do not warrant additional cost for traffic control. 2) City requested changes to the scope or sequencing can be submitted as a change order with supporting documentation for review by the city. 3) During periods of inactivity the contractor must provide supporting documentation that additional traffic control was required based on current site conditions and was present at the site. 2. Portable Changeable Message Board Signs a. Measurement 1) Portable Changeable Message Board Signs for the project shall be measured per week regardless of the number of set-ups, locations or streets under construction. b. Payment 1) The work performed and materials furnished in accordance to this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per week for "Portable Message Sign". c. The price bid and work performed under this Item shall include, but not be limited to: 1) Delivery of Portable Message Sign to Site 2) Message updating 3) Sign movement throughout construction 4) Return of the Portable Message Sign post -construction 3. Preparation of Traffic Control Plans or details if not provided on the Drawings and applicable City Standard Traffic Control Detail is available at: CITY OF FORT WORTH DATE REVISED. 12/13/2019 201 S CIP Year 2, Contract 15 CPN 101476 SP 34 71 13.01 TRAFFIC CONTROL Page 3 of4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL http://fortworthtexas.gov/uploadedFiles/Transportation_and_Publ ic_ Wor ks/Perm its/Traffr cControlPlans. pdf a. Measurement 1) Traffic Control Plans for the project shall be measured throughout the contract time period and furnished by the Contractor. b. Payment 1) The work perfonmed and materials furnished in accordance with this Item shall be subsidiary to the unit price bid for "Traffic Control". c. The work performed under this item shall include, but not be limited to: 1) Preparing the Traffic Control Plans 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices (TMUTCD) 3) Obtaining the signature and seal of a licensed Texas Professional Engineer for all Traffic Control Plans submitted to the City. 4) Incorporation of City comments Delete paragraph 1.5.13, D, E and G from Standard Specification 34 71 13 and replace with: 1.5 SUBMITTALS B. Obtain a Street Use Permit from the Street Management Section of the Traffic Engineering Division, 311 W. 10th Street. The Traffic Control Plan (TCP) for the Project shall be as detailed on the Traffic Control Plan sheets of the Drawing set if provided. A copy of the Traffic Control Plan shall be submitted with the Street Use Permit and upon approval uploaded to the City's BIM360 project page as a submittal. D. Contractor shall prepare Traffic Control Plans if required by the Drawings or Specifications. The Contractor will be responsible for having a licensed Texas Professional Engineer sign and seal the Traffic Control Plan sheets. Contractor, at his or her expense, shall prepare and submit for approval Traffic Control Plans where Contractor wishes to deviate from the approved set of Traffic Control plans if provided in the construction documents. E. Lane closures (including moving operations) that require a lane to be closed to through traffic for 24 hours or longer shall require a site -specific traffic control plan. G. Design Engineer will furnish standard details for traffic control. These are guidance and are not sufficient for a site specific traffic control plan for lane closures over 24 hours. Delete paragraph 1.5.G from Standard Specification 34 71 13. Delete paragraph 3.3.K frorn Standard Specification 34 71 13 and replace with: CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 DATE REVISED: 12/13/2019 CPN 101476 SP 34 71 13.01 TRAFFIC CONTROL Page 4 of 4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL 3.3 INSTALLATION K. Contractor shall make arrangements, at his or her expense, for police assistance to direct traffic if traffic signal turn-ons, street light pole installation, or other construction will be done during peak traffic times (AM: 7 am — 9 am, PM: 4 pm - 6 pm). 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CST, Thursday, April 30th, 2020 and bids will be opened publicly and read aloud 13 at 2:00 PM CST in the Council Chambers. 14 15 GENERAL DESCRIPTION OF WORK 16 The major work will consist of the (approximate) following: 17 18 Water: 19 2,540 LF 12" Water Pipe 20 8,870 LF 8" PVC Water Pipe 21 15 EA Fire Hydrant 22 23 Sanitary Sewer: 24 1611 LF 8" Sewer Pipe 25 6 EA 4' Manhole 26 16 EA 4' Extra Depth Manhole 27 4 CY Sanitary Line Grouting 28 29 Asphalt Pavement: 30 21,395 LF 6" Curb and Gutter 31 42,380 SF 6" Concrete Driveway 32 36,170 SF 4" Concrete Sidewalk 33 17,362 SY 11" Pavement Pulverization 34 35 PREQUALIFICATION 36 The improvements included in this project must be performed by a contractor who is pre- 37 qualified by the City at the time of bid opening. The procedures for qualification and pre- 38 qualification are outlined in the Section 00 21 13 INSTRUCTIONS TO BIDDERS. 39 40 DOCUMENT EXAMINATION AND PROCUREMENTS 41 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 42 of Fort Worth's Purchasing Division website at 43 44 Bid Documents Folder 45 https://does.b360.autodcsk.com/shag-es/254I921.b-92be-450b-885d-396bb06e6793 46 �. 47 Addenda 48 httl2s: /clogs b360_.autodesk.com/shares/fI 176848-ba87-45df 9340-938c490aee8d 49 CITY OF FORT WORTH Contract 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised December 22, 2016 001113-2 INVITATION TO BIDDERS Page 2 ot' 2 I The Contract Documents may be downloaded, viewed, and printed by interested contractors 2 and/or suppliers. The contractor is required to fill out and notarize the Certificate of 3 Interested Parties Form 1295 and the form must be submitted to the Project Manager 4 before the contract will be presented to the City Council. The form can be obtained at 5 https://v►Fww.etllies.state.tx.us/tec/1295-Info.htm . 6 7 Copies of the Bidding and Contract Documents may be purchased from 8 Shield Engineering Group, PLLC 9 1600 7th St Ste 200 10 Dort Worth, TX 76102 11 I2 The cost of Bidding and Contract Documents is: 13 Set of Bidding and Contract Documents with lull size drawings: $100.00 14 Set of Bidding and Contract Documents with half size (if available) drawings: $50.00 15 16 PREBID CONFERENCE 17 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 18 BIDDERS at the following location, date, and time: 19 DATE: April 13th, 2020 20 TIME: 10:00 AM 21 PLACE: 311 W. 10"' Street 22 Fort Worth, Texas 76102 23 LOCATION: Conference Room 24 25 26 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 27 City reserves the right to waive irregularities and to accept or reject bids. 28 29 INQUIRIES 30 All inquiries relative to this procurement should be addressed to the following: 31 Attn.- Pratima Poudyal, PE, City of Fort Worth 32 Email: Pratima.poudyal@fortworthtexas.gov 33 Phone: 817.392.6149 34 AND/OR 35 Attn: Craig Barnes, PE, Shield Engineering Group, PLLC 36 Email: craig.bai-nes@segpllc.com 37 Phone: 817.810.0696 38 39 ADVERTISEMENT DATES 40 March 26th, 2020 41 April 2nd, 2020 42 43 END OF SECTION CITY OF FORT WORTH Contract 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised December 22, 2016 SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms 0021 13 INSTRUCTIONS TO BIDDERS Page 1 of 10 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.I. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. All Bidders and their subcontractors are required to be prequalified for the work types requiring prequalifcation at the time of bidding. Bids received from contractors who are not prequalified (even if inadvertently opened) shall not be considered. Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: htt .s:.11a is.fortwort ;texas.2ov/Pri)iev-tResotircc.s/ 3.1.1. Paving — Requirements document located at; 02-Construction Documents/Contractor Prequalification/TPW Paving Contractor Prequalification Program 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; 02-Construction Documents/Contractor Prequalification/TPW Roadway and Pedestrian Lighting Prequalification Program CITY OF FORT WORTH 2O18 CIP Year 2, Contract t 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Revised March 9, 2020 0021 13 INSTRUCTIONS TO BIDDERS Page 2 of 10 3.1.3. Water and Sanitary Sewer — Requirements document located at; 02-Construction Documents/Contractor Prequalification/Water and Sanitary Sewer Contractor Prequalifi cation Program 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 1 ],BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low bidder(s) for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non -responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4.In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4. L Before submitting a Bid, each Bidder shall: 4.1. L Examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. CITY OF FORT WORTH 2O18 C1P Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Revised March 9, 2020 0021 13 INSTRUCTIONS TO BIDDERS Page 3 of 10 4.1.4.Study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.6. Perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. On request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal is prima -facie evidence that the Bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section 00 73 00 -- Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. CITY OF FORT WORTH 2018 CIP Year 2, Conlract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Revised March 9, 2020 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 10 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. S. Availability of Lands for Work, Etc. 1. The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. 1n the event the necessary right- of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Revised March 9, 2020 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of 10 5.3. The Bidder shall be prepared to commence construction without all executed right-of- way, easerents, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda All questions about the meaning or intent of the Bidding Documents are to be directed to City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Address questions to: City of Fort Worth 200 Texas Street Fort Worth, TX 76102 Attn: Pratima Poudyal P.E., City of Fort Worth Email: Pratima.poudyal@fortworthtexas.gov Phone; 817/392.6149 AND/OR Attn: Maged Zaki, P.E., PMP, City of port Worth Email: maged.zaki@fortworthtexas.gov Phone: 817/392.5448 6.1. 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications may be posted via the City's electronic document management and collaboration system at https://docs.b360.autodesk,cotn/shares/fI 176848-ba87-45df- 9340-938c490aee8d 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the requirements of Paragraphs 5.01 of the General Conditions. CITY OF FORT WORTH 2018 C1P Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Revised March 9, 2020 0021 13 INSTRUCTIONS TO BIDDERS Page 6 of 10 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and deliver the complete Agreement within 10 days after the Notice of Award, City may consider Bidder to be in default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all other Bidders whom City believes to have a reasonable chance of receiving the award will be retained by City until final contract execution. S. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 01 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 12-201 1 (as amended), the City has goals for the participation of minority business and/or small business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE and SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or Good Faith Effort Form with documentation and/or Joint Venture Form as appropriate. The Forms including documentation must be received by the City no later than 2:00 P.M. CST, on the second business day after the bid opening date. The Bidder shall obtain a receipt from the City as evidence the documentation was received. Failure to comply shall render the bid as non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. CITY OF PORT WORTH 2O18 CIP Year 2, Contract IS STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Revised March 9, 2020 0021 13 INSTRUCTIONS TO BIDDERS Page 7 of 10 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, written in ink in both words and numerals, for which the Bidder proposes to do the work contemplated or furnish materials required. All prices shall be written legibly. In case of discrepancy between price in written words and the price in written numerals, the price in written words shall govern. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address ofthejoint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, Project title, the name and address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. CITY OF FORT WORTH 2018 CIP Year 2, Contract IS STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Revised March 9, 2020 0021 13 INSTRUCTIONS TO BIDDERS Page 8 of 10 14. Modification and Withdrawal of Bids 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office cannot be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. After all Bids not requested for withdrawal are opened and publicly read aloud, the Bids for which a withdrawal request has been properly filed may, at the option of the City, be returned unopened. 14.2. Bidders may modify their Bid by electronic communication at any time prior to the time set for the closing of Bid receipt. 15. Opening of Bids Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City be] ieves that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by City. City also reserves the right to waive informalities not involving price, contract time or changes in the Work with the Successful Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the j udgment of the City will prevent or hinder the prompt completion of additional work if awarded. CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Revised March 9, 2020 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 10 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. if the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at https-1/wv,-"F.etiiies.state.tx.us/data/forms/1295/12195.ntif 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement to City with the required Bonds, Certificates of Insurance, and all other required documentation. 18.2. Failure to execute a duly awarded contact may subject the Contractor to penalties. CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Revised March 9, 2020 0021 13 INSTRUCTIONS TO BIDDERS Page 10 of 10 18.3. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF PORT WORTII 2018 CEP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 101476 Revised March 9, 2020 0031 15.1 -0 CONSTRUCTION PROGRESS SCHEDULE —BASELINE F,XAMPLE Page 1 of 6 SECTION 00 31 15.1 ENGINEER PROJECT SCHEDULE — BASELINE EXAMPLE PART1- GENERAL The following is an example of an Engineer's project schedule that illustrates the data and expectation for schedule content depicting the baseline for the project. This version of the schedule is referred to as a "baseline" schedule. This example is intended to provide guidance for the Engineer when submitting a baseline schedule. See CFW Specification 00 31 15 Engineer Project Schedule for details and requirements regarding the Engineer's project schedule. 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P I r 15 � n i rr tp' o m 2tg, t,. rEr L_ m 9 F a l n t u al x L Ir• >? o-� u fC � C � 4'i •L � a � li L} LL i t? p +� rrZss o Ir+ rt o o n �s �. a o a n rs a 1.1 a f� 'I Y •r rr •r -r y . w y n � •i y r r y a •r � 0 4 9 A CITY OF FORT WORTH 2018 CI Year2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised JULY 20, 2018 0031 15.1 -0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE. Page 4 of 6 �p --------------- +----------- {---------- +---------- ¢--------- 1---------- F---------- F----------- F---------- }----------- Y---------- t---------- F------- g I • --------- a r r t t i— —- — -- d;-----------------------------------------------------i----------;---------- ------- --------- ---- --- --------- _tT - - - ------ -- fl _________ -------E-------.-_}----._-__--t----------}-t ________________________ - --- -------'---•-•—-------------'------- -- '-•--'----------------- -------- - ----------•-•--'._'_.---P- - -- - - ----- -�Y---_-ox--•m�c-Il +-'-J-I -------o �FJi--- - ••-�O-i. --,Y��- i• - �r� I �a-5•»n-•_r•-1 -:•r�Id-i� -"•+qh-P-il ---a-------'o---�-�----o�R-+�-.-l-----Cr�---mo'r_-+- �`o------- I Q'rw�+u 9+3R y N fr W r. 2 r S r6 :S 2: 91 Ij- cI <Y I �.y ,� I P L r' fJ -i c.i r _ r• Oi a, . v i� n I:r I:. IkyJ i! ' �f — 1 `1 �{ ;:I , � � `3 �;<l; t .. �;Z Cl . € :' , 'rti �. ry , ;I ; ;CE , 1�^f N r �. LIN fl ,+ cd {yi 6- u n_r AF i. - .i co . �d , ii ri y �f. IJlr. + rl i1 [] r 7~7 o +4 ~ `.f,� .,, u'r r uM1 W u" �? !M1 �r iY't" r T''/y "r {�I'fh r� �i ' ,i r u� ,1 •i kn �3 44 I y T �,ct 44 }�fy, d Lu rtIL IL uf 1 F r ILI Si Y J p F # i u` 4 r• n L � �off' n `� yl a Ali r g.a LI � K' ���hj r �'r� n �: E Ilv 4' v h 'r "a k 3L:4e11, a f] P 9 9 P w 9 'J i+ 4: r `3' tr `rL-. i. y. V PJ O LI t tQ m a`, n �' 41 R 1L i CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised JULY 20, 2018 0031bA-0 CONSTRUCTION PROGRESS SCHEDULE -- BASELINE EXAMPLE Page 5 of 6 CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101470 Revised JULY 20, 2018 0031 15.1 -0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 6 of 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue C ITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised JULY 20, 2018 0031 15.2-0 CONSTRUCTION PROGRESS SCHEDULE- PROGRESS EXAMPLE Page 1 of 4 SECTION 00 3115.2 ENGINEER PROJECT SCHEDULE —PROGRESS EXAMPLE PART1- GENERAL The following is an example of an Engineer's project schedule that illustrates the data and expectation for schedule content depicting progress on the project. This version of the schedule is referred to as a "progress" schedule. This example is intended to provide guidance for the Engineer when updating a progress schedule for submittal. See CFW Specification 00 31 15 Engineer Project Schedule for details and requirements regarding the Engineer's project schedule. CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised JULY 20, 2018 0031 15.2-0 CONSTRUCTION PROGRESS SCHEDULE- PROGRESS EXAMPLE Page 2 of 4 tl --------- ;— — - --------•---- . [�! r4�, ------. '-7-'-----------F--------7--'---T-'-----F----------T---------r---------r---------T---------I---------� ------i--_-----'-F'------'-f-- i r n) ; ; _ ._ t{3 -_{----------- t--------- F__---------------- --- __. -4{_--__----E--_--_-.---_-._--_--_--_.._.. ._.--, - __ _-- r I r r _ _ r ._{-------- ---------- {- ----------- --._..�._ _.. .._..F.-- --¢---_..-..}.._.-_-•--•--------¢-. .. ._._. __.- _._..p.__._.-._r._ O- 1_-_-_------------ ---- _ _. ., . .. ._..t-_-.-_--_-_.-_-_-__. _--_-. _--_.-_ _ -_.__ _ _-__. _ _--_____ _ __---_ _-.__. _ _ ..i . -.-.. .:. : --a.. _ -. 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IL' Ory� 0�:1 .yN�yy, P I r+r ri ^i :i' Ilr III y/ rq 3} tq�l 5 i.: 'S1 Pi.'I i �,.t3 i {ii �4l }�{] rY 1 Ll A rl +I 1I �i :� yr I I I1 {i 4 W sj V CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised 7ULY 20, 2018 ou Q7 0031 15.2-0 CONSTRUCTION PROGRESS SCHEDULE- PROGRESS EXAMPLE Page 3 of 4 9 @01 ji j4 �r j! P,! FI jr v 0 C. 0 0 a3 -3 Q P O 0 9 IN',, ;! 2 2,. G I'M 0 L Z:4 J1 S I i g 01 T ?I I 0 L )J t4 K. A g 2 1. L.4 T4 t'4 41 .1 1- aL4 f5p V k, 'a') [-L L L 1111.0. 4� + s ri rL a V ir 3 1a L2 .1 a IL.II! n. IC lu Ili I ii ir WL 10 CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised JULY 20, 2018 0031 152-0 CONSTRUCTION PROGRESS SCHEDULE- PROGRESS EXAMPLE Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH 2018 C1P Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised JULY 20, 2018 00 31 15.3 - 0 — PROGRESS NARRATIVE Page 1 of 1 SECTION 00 3115.3 ENGINEER PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Company Name: City Project No: Engineer's Project No: City Project Manager: Engineer's Project Manager: A. List or activities accompusnea In the reporting perloa. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) L7. LI: L V[ Q4.LIVLLIUZ2 LV LAG CMA VJII1JIIb1IUU III LLIU IIUAL I_IJPUFtIII! IJVFltjU 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) G. List any potential delays and provide mitigation actions 1. (insert text here) 2. (insert text here) 3. (insert text here) U. ust any actual ueiays anu provlue recovery actions 1. (insert text here) 2. (insert text here) 3. (insert text here) City of Fort Worth, Texas Engineer Project schedule Narrative Report for CFW Projects TPW Official Release Date: 7.20.2018 Page IofI 0031 15A-0 CONSTRUCTION PROGRESS SCTTFDULI; — SUBMITTAL PROCESS Page l of 7 SECTION 00 3115.4 ENGINEER PROJECT SCHEDULE SUBMITTAL PROCESS PARTI- GENERAL The following information provides the process steps for the Engineer to follow for submitting a project baseline or progress schedule for a capital project to the City of Fort Worth. See CFW specification 00 31 15 Engineer Project Schedule for details and requirements regarding the Engineer's project schedule. If you are not a registered CFW Buzzsaw user, please email or contact: Fred Griffin, Buzzsaw Administrator City of Fort Worth ]'red.Griffjn@fortwoi-thgov.org 817-392-8868 Using your registered usernalne and password log into the City's Buzzsaw Site https://projectpoint.btizzsa.w.coiii/elieiit/foi-twortli.gov INEEMERM r _ 4 L. 4• +.•.ar.. }�r+r-r •I Navigate to your Project Folder. Verify that your Project ID and Project Name are consistent with Project Folder Name. Navigate to the Schedule Directory under your Project Folder. The 00701-Flaxseed Drainage Improvements project is used for illustration. CITY OF FORT WORTI1 2018 CIP Year 2, Contract 15 STANDARD CONSTRICTION SPECIFICATION DOCUMENTS CPN 101476 Revised 3ULY 20, 2018 0031 15.4-0 CONSTRUCTION PROGRESS SCHEDULE— SUBMITTAL PROCESS Page 2 of 7 ,* }1 . 14w e . I X ti� - X , _[ ,S Rl' .rl' ISr7,}h t Fnl�nis — :Fj 00701-Flaxseed lkamaae Improve a n FrILi_n _, r�rlr. —�_ .?-CJ Fa'drorrns Jvi-&,lesindex.xis Fred Grlffn 16,354 "aosoft Excel%v_ +_:-� didRasponses +: CJ Conslructran :-� Concultan� 1,J Contractor correspondence T C) Genera Contract Ncurnents and Si C J project 17rarrrras .+; 0 ptacMeetngs t, L J Real Property ±, 00705 - Urban %Pages Centr ! Ckrster : -♦ 00705 - Urban Vhaes Centra! Cluster! '.: 60706 - Urban 45!lagr-s SE Cluster Berry +: 0o706 -Urban Wlages SE Cluster hlear a: 1% 00730 -Se vtary Sewer Rehab Conhac .}® 00755- Mesqute Rd200-1CIPYear1Q G0768 - Daks Road - Bryant lnrur to Gri O0778 - Lebow chard 00786 - Srxmier Creek & Syca.xe "t, . 00767 - Granbury Road - A!tarr— in { p v { 7 Two files will be uploaded for each submittal. A native schedule file format either Primavera .xer or MS Project .mpp and a PDF version of the schedule will be uploaded Verify that the file name contains the 5-digit Project ID, Project Name, and Submittal Date and follows the standard naming convention. Initial schedule submittal will be labeled as `Baseline' for example: 00701-F IaxseedDrainagelmprovements-Baseline Schedule submittal updates will be labeled with Schedule Submittal Date `YYYY MM' for example: 00701-FlaxseedDrainagelmprovements-2009_01 Expand or select the Schedules folder and add both the native file and PDF file to the directory. From the Toolbar Select ❑Add :]Document CITY OF FORT WORTS I 2019 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised JULY 20, 2019 0031 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 3 of 7 #i5 Esift 'r'lrrr Tn::S ltkr fur0 Draxang I ; 9u¢I6aw F7. TIvte ..I _ ,.y I�i �' .I':,�. .. FWdori Lmk f14Nr1 -tioxseed I?rairrE,ge Improvemer +< � June fiuY'a �` Fcdder Dd Porms I'�Srhednles Index.rds Fred Griffin 16,384 v I eid Responses . Construcbm F� Consultants r Contractor _ Carrespendence ,. CJ ieneral Contract Dow eats and Spea + CJ Project Drawings + C_1 Public flecunus E3 Real Property €r1+ schedules IndexAs '� LFtiFiies + O ] Yi5 -Urban Villages Central Cluster Six F a, ,. U3 90705 - Urban V-Aages Cenbf al (luster Soul + 007,36 - Urban Vdlages SE Cluster Berry-Rrs °+ 0m, 05 - Urban Villages SE Omtcr Near Eas + OD730 - Sa.afary Srl— Rrh il, C—I—t Lx "+ l OG755 - Mesquite Rd 2004 CiP Year I (Des + 00)G3 - Dirks Road - Bryant Irvin to Granbl + 00773-Lebo'x Channe€ r0786-Surcaner Creek VSycamoresdh d �. he�dr r�' Ni Select Drowse and go to the location of the files on your desktop. Select Open .—. L. LJ'ei!*.tdoouiirrlu br ra1016 illy ww 1-4 ate. T'r+ewi sho uki{n a 11% mWA ROiblt 6ohoWl, iF6Nl'+s+ a'-r IkrtilhNloQs Midi cirwrw,l fieHwe Ph Lao 0l INodt., I s+e send Erd rlatikolSon LarkM .I L:r Ll CbYmC�i �� PN Documents yMjet MbrIManauer Pro ley ,�MP Computer .crates Player t' fL-Cant •Jrt; lour"i Aw" t_:I [u We Prq�eds €78M.RIa11r Adobti Acrobat S Professional '� r3oard ass.pdf yn-rfiUttl CDs A DVO5 ClearType TUWV ti 1 3 gurzsan.. ;� Cxl Record Edt Pro t'�i'>a CH2M }TILL VW-0 VJ Crussnind HAP Exam Sim 7-1 r F3Zda C8ent &P Crvstd Repnrts tam Soogle Earth Z 1101 Qukk Rekrence Gdde.pdf ' 1hr DwAr"" rip Photosmart Express Disk Deftagmenter RP PFmtosmart Pr"— -Free Sound Recorder DrIP salution Center P 1FrmSoundRecarder.exe y9ihsscennect b-aptopsecunty y171rwees ��login.]PG Microsoft Viso Version 2002 Inside Out e600k g�d I,etMeeting 4 rk!:W vek No nrrl. a nacre fk tPrbm+. li 1LSrs The file will appear in the Buzzsaw Add to Project Select Documents window Select Next. CITY OF FORT WORTI I 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised JULY 20, 2018 0031 15.4 - 0 CONSTRUC'170N PROGRESS SCHEDULE— SUBMITTAL PROCESS Page 4 of 7 Do not select Finish at this time. c[I Di W6*N �LnLft 1:0&Jd'bokhearqX6web sns.You anal UaW04pav entReq*lei(gpfo F4 Fbselea+ �._�rnrsx.=_1 r 6ocuywrnts Minrh%an t Ssd LmA NDffe tian Oak r , r „ #les7 � I FWW4 CWKd tip You will be placed into the Attach Comment window to enter a record into the Project Schedule Submittal Log. Enter the Project ID -Project Name -Submittal in the Subject Line. Type Submittal and Company Name into the Comment window along with Contact Name and Contact Phone Number. Select Next. L{ VBoml!a{Atlw,hemMal bcvwathe Waimtieea7honmadikstdmacn Amu FoaRies hr.Mo&L-d. 7etle step is c0001119 3eletit 8.xuments r �i�Wui�nk7lFna�e�dAalYe6x� kmeI +.y,�lXtl: Q];SJY-FlaxseedDraittage7mprovemenis-Baseline FldhrILAcai — -- IliaseGne Schedule Submittal frown L"omAany Name" Phone Schedule Submittal kom 'Company Name for work performed up to ]anuary 31, 1n09 :L'•yS t�lt� I Fi46h. Eanoel CITY OF FORT WORTH 2018 CI Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised JULY 20, 2018 0031 154-0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 5 of 7 You will be placed into the Send Email Notification window. Select To and the Select Recipients window will appear with a list of Project Contacts. Select the Project Manager as the To Recipient and the Project Controls Group as the Copy Recipient. E71 S'.l "t" W"" H6­ ­1 V. .......... _J LKL.. J 3p1 - 'Z� ZZ ZT" C-1-1 L; Select the Paste Comment button to copy the Comment into the body of the email Select Finish. CITY OF FORT WORTH 2018 CIP Year 2, Conlract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised) ULY 20,2018 0031 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 6 of 7 en }K50-at ellldlla Hi9r plolE[t rtbW"3 rlwhfvb]Ifs or lfr_ vew a l.pdn7ed Res. Thiz steVe np&nPl !&--Maruments _gsslr r j.l .. ---� ♦tilWi Ctmnent & ! f asend EMMII Iu,., rred Griffin Holiiktion [f„ PraiedControlsTeam ems.. '�dtF'cL U9N3-FlaxseedDramagelmprovements-Baseline Baseline Schedule Su6mitta! frrm'Company Name" ltad Flame Schedule Submittal from'Company Name for work performed up to January 31, 2DU9 Name Phone The schedule file is uploaded to the directory. An email is sent to the City's Prcjcct Manager and Project Control Specialist, �• �r , ,�- �.I �P ;:I .0 "a X P C5 �� �1th.l a� 17P I ' t#J GG711k Faxsccd nrartaoc lmpruve a Ir 4 Bid Forms of r'J 1.1— r:u „ �_ I Consulsants + U Contractor � � nesperrds�:e +'`� C--oral Ccrbacl0. nls and Span' .�: C j "lcth urys . p+.rrtr tv �I� ¢0701FIar�edDrauwyelmpr>�rem �' I Sdntllu pc1Aa Y� 00705-tirbar :doges Ceni,AUster Slxr +� L9 D7705 Uruan Ygages CentrzE Ckztu Soul +.� 00706-1Lban loges SE duster E¢ny-R. is Q1 uwu6 -u ban W6gc-s SE Qiss'ter Near E »: 00730 - 9—twy Sev.Er ?Fa++ab Contract tX +: 00755-r+z Lte Rd 2009CIPY-1(Oes . oD763-arks iEoad-Bryant k—. Gr—b, 1: 9077B-reb—Charmd y J Upload the PDIi file using the same guideline. r.wP t Fred Griffin 16,354 rtavrsaftEnelvi— 1tr2lj-Mu8 9. 4r:+1 OF, 74,250 %ER He V812009 4:1f 1 END OF SECTION s_ CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised JULY 20, 2018 0031 154 -0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 7 ol' 7 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE SECTION 00 32 15 CONSTRUCTION PROJECT SCHEDULE PARTI- GENERAL 1.1 SUMMARY Page 1 of 10 A. Section Includes: 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Project Schedule B. Deviations from this City of Fort Worth Standard Specification 1, None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements D. Purpose The City of Fort Worth (City) is committed to delivering quality, cost-effective infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a properly structured schedule with accurate updates. This supports effective monitoring of progress and is input to critical decision making by the project manager throughout the life of the project. Data from the updated project schedule is utilized in status reporting to various levels of the City organization and the citizenry. This Document complements the City's Standard Agreement to guide the construction contractor (Contractor) in preparing and submitting acceptable schedules for use by the City in project delivery. The expectation is the performance of the work follows the accepted schedule and adhere to the contractual timeline. The Contractor will designate a qualified representative (Project Scheduler) responsible for developing and updating the schedule and preparing status reporting as required by the City. 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 2. Non-compliance with this specification is grounds for City to withhold payment of the Contractor's invoices until Contractor achieves said compliance. 1.3 REFERENCES A. Project Schedules Each project is represented by City's master project schedule that encompasses the entire scope of activities envisioned by the City to properly deliver the work. When the City contracts with a Contractor to perform construction of the Work, the Contractor CITY OF FORT WORTH 201E C1P Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 201 S 00 32 15 - 0 CONSTRUCTION PROGRESS SCI IEDULi Page 2 of 10 will develop and maintain a schedule for their scope of work in alignment with the City's standard schedule requirements as defined herein. The data and information of each such schedule will be leveraged and become integral in the master project schedule as deemed appropriate by the City's Project Control Specialist and approved by the City's Project Manager. Master Project Schedule The master project schedule is a holistic representation of the scheduled activities and milestones for the total project and be Critical Path Method (CPM) based. The City's Project Manager is accountable for oversight of the development and maintaining a master project schedule for each project. When the City contracts for the design and/or construction of the project, the master project schedule will incorporate elements of the Design and Construction schedules as deemed appropriate by the City's Project Control Specialist. The assigned City Project Control Specialist creates and maintains the master project schedule in PG (City's scheduling software). Construction Schedule The Contractor is responsible for developing and maintaining a schedule for the scope of the Contractor's contractual requirements. The Contractor will issue an initial schedule for review and acceptance by the City's Project Control Specialist and the City's Project Manager as a baseline schedule for Contractor's scope of work. Contractor wiI I issue current, accurate updates of their schedule (Progress Schedule) to the City at the end of each month throughout the life of their work. B. Schedule Tiers The City has a portfolio of projects that vary widely in size, complexity and content requiring different scheduling to effectively deliver each project. The City uses a "tiered" approach to align the proper schedule with the criteria for each project. The City's Project Manager determines the appropriate schedule tier for each project, and includes that designation and the associated requirements in the Contractor's scope of work. The following is a summary of the "tiers". l . Tier 1: Small Size and Short Duration Project (design not required) The City develops and maintains a Master Project Schedule for the project. No schedule submittal is required from Contractor. City's Project Control Specialist acquires any necessary schedule status data or information through discussions with the respective party on an as -needed basis. 2. Tier 2: Small Size and Short to Medium Duration Project The City develops and maintains a Master Project Schedule for the project. The Contractor identifies "start" and "finish" milestone dates on key elements of their work as agreed with the City's Project Manager at the kickoff of their work effort. The Contractor issues to the City, updates to the "start" and "finish" dates for such milestones at the end of each month throughout the life of their work on the project. 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration The City develops and maintains a Master Project Schedule for the project. The Contractor develops a Baseline Schedule and maintains the schedule of their respective scope of work on the project at a level of detail (generally Level 3) and in CITY OF FORT WORTFI 2018 C1P Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 20t8 0032 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 1 o alignment with the WBS structure in Section 1.4.H as agreed by the Project Manager. The Contractor issues to the City, updates of their respective schedule (Progress Schedule) at the end of each month throughout the life of their work on the project. C. Schedule Types Project delivery for the City utilizes two types of schedules as noted below. The City develops and maintains a Master Project Schedule as a "baseline" schedule and issue monthly updates to the City Project Manager (end of each mouth) as a "progress" schedule. The Contractor prepares and submits each schedule type to fulfill their contractual requirements. Baseline Schedule The Contractor develops and submits to the City, an initial schedule for their scope of work in alignment with this specification. Once reviewed and accepted by the City, it becomes the "Baseline" schedule and is the basis against which all progress is measured. The baseline schedule will be updated when there is a change or addition to the scope of work impacting the, duration of the work, and only after receipt of a duly authorized change order issued by the City. In the event progress is significantly behind schedule, the City's Project Manager may authorize an update to the baseline schedule to facilitate a more practical evaluation of progress. An example of a Baseline Schedule is provided in Specification 00 32 15.1 Construction Project Schedule Baseline Example. Progress Schedule The Contractor updates their schedule at the end of each month to represent the progress achieved in the work which includes any impact from authorized changes in the work. The updated schedule must accurately reflect the current status of the work at that point in time and is referred to as the "Progress Schedule". The City's Project Manager and Project Control Specialist reviews and accepts each progress schedule. 1n the event a progress schedule is deemed not acceptable, the unacceptable issues are identified by the City within 5 working days and the Contractor must provide an acceptable progress schedule within 5 working days after receipt of non -acceptance notification. An example of a Progress Schedule is provided in Specification 00 32 15.2 Construction Project Schedule Progress Example. 1.4 CITY STANDARD SCHEDULE REQUIREMENTS The following is an overview of the methodology for developing and maintaining a schedule for delivery of a project. A. Schedule Framework The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. B. Schedule File Nalne CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of theproject followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number _Project Name Baseline Example: 101 376North Montgomery Street HMAC_Baseline • Progress Schedule Nile Name Format: City Project Number _Project Name_YYYY-MM Example: 101376 North Montgomery Street HMAC 2018 01 • Project Schedule Progress Narrative File Name Format: City Project Number Project Name_PN_YYYY-MM Example: 101 376North Montgomery Street HMAC PN 2018_01 C. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (Iater) s Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water D. Schedule Calendar The City's standard calendar for schedule development purposes is based on a 5-day workweek and accounts for the City's eight standard holidays (New Years, Martin Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, Christmas). The Contractor will establish a schedule calendar as part of the schedule development process and provide to the Project Control Specialist as part of the basis for their schedule. Variations between the City's calendar and the Contractor's calendar must be resolved prior to the City's acceptance of their Baseline project schedule. E. WBS & Milestone Standards for Schedule Development The scope of work to be accomplished by the Contractor is represented in the schedule in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the development of the schedule activities and shall be imbedded and depicted in the schedule. CITY OF FORT WORTI I 2018 CIP Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 2018 00 32 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 5 or 1 o The following is a summary of the standards to be followed in preparing and maintaining a schedule for project delivery. Contractor is required to utilize the City's WBS structure and respective project type template for "Construction" as shown in Section 1.4.H below. Additional activities may be added to Levels I - 4 to accommodate the needs of the organization executing the work. Specifically the Contractor will add activities under WBS XXXXXX.80.83 "Construction Execution" that delineates the activities associated with the various components of the work. 2. Contractor is required to adhere to the City's Standard Milestones as shown in Section I AJ below. Contractor will include additional milestones representing intermediate deliverables as required to accurately reflect their scope of work. F. Schedule Activities Activities are the discrete elements of work that make up the schedule. They will be organized under the umbrella of the WBS. Activity descriptions should adequately describe the activity, and in some cases the extent of the activity. All activities are logically tied with a predecessor and a successor. The only exception to this rule is for "project start" and "project finish" milestones. The activity duration is based on the physical amount of work to be performed for the stated activity, with a maximum duration of 20 working days. If the work for any one activity exceeds 20 days, break that activity down incrementally to achieve this duration constraint. Any exception to this requires review and acceptance by the City's Project Control Specialist. G. Change Orders When a Change Order is issued by the City, the impact is incorporated into the previously accepted baseline schedule as an update, to clearly show impact to the project timeline. The Contractor submits this updated baseline schedule to the City for review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. H. City's Work Breakdown Structure CITY OF FORT WORTH 2018 CIP Year 2, Contract IS STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Pagc 6 of 10 WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution LX.80.85 inspection LX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure 1. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. Activity ID Activily Name Design 3020 Award Design Agreement 3040 issue Notice To Proceed - Design Engineer 3100 Design Kick-off Meeting 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (technical) 3160 Conduct Design Public Meeting PI (required) 3170 Conceptual Design] Complete 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3250 Conduct Design Public Meeting #2 (required) 3260 Preliminary Design Complete CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3330 Conduct Design Public Meeting #3 (if required) 3360 Final Design Complete ROW & Easements 4000 Right of Way Start 4230 Right of Way Complete Utility Relocation 7000 Utilities Start 7120 Utilities Cleared/Complete Construction Bid and Award 8110 Start Advertisement 8150 Conduct Bid Opening 8240 Award Construction Contract Construction Execution 8330 Conduct Construction Public Meeting 1/4 Pre -Construction 8350 Construction Start 8370 Substantial Completion 8540 Construction Completion 9130 Notice of Completion/Green Sheet 9150 Construction Contract Closed 9420 Design Contract Closed 1.5 SUBMITTALS A. Schedule Submittal & Review The City's Project Manager is responsible for reviews and acceptance of the Contractor's schedule. The City's Project Control Specialist is responsible for ensuring alignment of the Contractor's baseline and progress schedules with the Master Project Schedule as support to the City's Project Manager. The City reviews and accepts or rejects the schedule within ten workdays of Contractor's submittal. Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in .xlsor .xlsx format in compliance with the sample layout (See Specification 00 32 115.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. 2. Initial & Baseline Schedule The Contractor will develop their schedule for their scope of work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document management system in the location dedicated for this purpose within ten workdays of the Notice ofAward. CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page S of 10 The City's Project Manager and Project Control Specialist review this initial schedule to determine alignment with the City's Master Project Schedule, including format & WBS structure. Following the City's review, feedback is provided to the Contractor for their use in finalizing their initial schedule and issuing (within five workdays) their Baseline Schedule for final review and acceptance by the City. 3. Progress Schedule The Contractor will update and issue their project schedule (Progress Schedule) by the last day of each month throughout the life of their work on the project. The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is missing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re -submits the corrected Progress Schedule within S workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date • % Complete • Float • Activity Logic (dependencies) • Critical Path • Activities added or deleted • Expected Baseline Finish date • Variance to the Baseline Finish Date B. Monthly Construction Status Report The Contractor submits a written status report (referred to as a progress narrative) at the end of each month to accompany the Progress Schedule submittal, using the standard format provided in Specification 00 32 15.3 Construction Project Schedule Progress Narrative. The content of the Construction Project Schedule Progress Narrative should be concise and complete to: • Reflect the current status of the work for the reporting period (including actual activities started and/or completed during the reporting period) • Explain variances from the baseline on critical path activities • Explain any potential schedule conflicts or delays • Describe recovery plans where appropriate • Provide a summary forecast of the work to be achieved in the next reporting period. C. Submittal Process CITY OF FORT WORTH 2O18 GIP Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCI TEDULE Page 9 of 10 • Schedules and Monthly Construction Status Reports are submitted in Buzzsaw following the steps outlined in Specification 00 32 15.4 Construction Project Schedule Submittal Process. • Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules or construction status reports are required from the Contractor. 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. The person preparing and revising the Contractor's Project Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the Contractor's scope of work. C. The Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 1.13 ATTACHMENTS Spec 00 32 15.1 Construction Project Schedule Baseline Example Spec 00 32 15.2 Construction Project Schedule Progress Example Spec 00 32 15.3 Construction Project Schedule Progress Narrative Spec 00 32 15.4 Construction Project Schedule Submittal Process PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised ]IDLY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 10 ONO 0 Revision Log DATE NAME SUMMARY OF CHANCE July 20, 2018 M. Jarrell initial Issue CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD SPECIFICATION CPN 101476 Revised JULY 20, 2018 00 35 13 BID FORM Page 1 of 1 SECTION aA 3613 CONFLICT OF 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 CIO 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. hfto://www.ethics.state.tx.us/forms/CIQ.pd f http.,LAyu-m—,etnica.state.b(.us/formalCIS.pd ❑ CIO Form does not apply CIO Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ _ CIS Form does not apply 21 CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: END OF SECTION 0 By: Ronald D Stinson, Jr 0 Signature: 0 0 Title: Estimating Man her TEXAS MATERIALS GROUP, INC., CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 Bid Proposal workbook 00 41 00 131D FORM Page 1 of 3 SECTION 00 4100 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: 2018 C!P Year 2, Contract 15 City Project No.: CPN 101476 Units/Sections: Unit 1 -Water Improvements Unit 2 - Sanitary Sewer Improvements Unit 3 - Paving Improvements Unit 4 - Storm Drain Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid Is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process, b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. o "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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2018 CIP Year 2, Contract 15 Form Revised March 9, 2020 CPN 101476 0041 00 BID FORM Page 2 of 3 d, "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalifiication The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a, Asphalt Paving Construction/Reconstruction (GREATER THAN 15,000 square yards) b, Water Distribution, Urban and Renewal, 12-inch diameter and smaller c, Sewer Collection System, Development, 8-inches and smaller 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 540 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones) within the -times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 6.01 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 fl-,tsteme►- . Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2018 CIP Year 2, Contract 15 Form Revised March 9, 2020 CPN 101476 0041 00 BID FORM Page 3of3 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. Total Bid 7 54S/ 1P6 %a 02 7. Bid Submittal This Bid is submitted on Thursday, April 30, 2020 by the entity named below. Respectfulsubmitted, Bye_ — - (Signature) Ronald C Stinson, Jr (Printed Name) Title: Estimating Manager Company: Texas Materials Group, dba JLB Contracting Address: P4 Box 24131 Fort Worth, Texas 76024 State of Incorporation: Deleware Email: ronald.stinsonOtexasbit.com Phone: 817-261-2991 END OF SECTION Receipt is acknowledged of the Initial following Addenda: Addendum No. 1: Addendum No. 2: Addendum No. 3. Addendum No. 4: Corporate Seal: TEXAS MATERIALS GROUP, INC. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2018 CIP Year 2, Contrast 15 Form Revised March 9. 2020 CPN 101476 SECTION 00 4313 BID BOND KNOW ALL. BY THESE PRESENTS: 00 43 13 BID BOND Page 1 of 2 That we, Texas Materials Group, Inc_ , known as "Bidder" herein and Liberty Mutual Insurance Company 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 2018 C1P Year 2, Contract 15 City Project No_ 101476 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 27th day of April 2020. PRINCIPAL: Texas Materials Group, Inc. BY: Signature ATTEST: - � Ronald D S Vnson, Jr Witness as to Principal Name a0efigl rsident of Business Deveigpment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2018 CIP Year 2, Contract 10 Form Revised 20171100 City Project No. 101473 �2iitn-66—ss as to Surety Attach Power of Attorney (Surety) for Attorney -in -Fact 00 43 13 BID BOND Page 2 of 2 Address: SURETY: Liberty Mutual Insurance Company BY: Signature Sam Davis - Attorney in Fact Name and Title Address: 420 Decker Drive, Suite 200 Irving, Texas 75062 Telephone Number: 214-741-3531 *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 shaft not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2018 GIP Year 2, Contract 10 Form Revised 20171109 City Project No. 101473 N 9) This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. 'Ube, rqLiberty Mutual Insurance Company �,. '�/� The Ohio Casualty Insurance Company Certificate No: 8200759-987330 1��1nue West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty insurance Company is a corporation duly organized under the laws of the Slate of New Hampshire, that Liberty Mutual insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies'), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Sam Davis, Ron Stinson all of the city of Fort Worth slate of Texas each individually if there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all bid bonds on behalf of Texas Materials Group, Inc. and the execution of such bid bonds, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed y the president and atteste y e secretary of the Company in [heir own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 21 st day of March , 2019 . State of PENNSYLVAN[A County ofMONTGOMERY Liberty Mutual Insurance Company P� uNisu� P�tY INS& � %NsJJ The Ohio Casualty Insurance Company �J o°�`Por�T yo hJ GoaPoRyT'Pyy CAP poRPo^t9r y1 West American Insurance Company IT �o m a `Po fi 1912 0 0 1919 ZU 1991 x yr a L o �gssACH�S`��aa yQ �HAMP`'a� 'Cs �NDA1+�' .�a r * a1 � * By: David M_ Cori v_ Assistant.qP.f:rPtilnr I On this 21st day of March , 2019 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance I o 0 Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes er > therein contained by signing on behalf of the corporations by himself as a duly authorized officer. c) LU N >� 0 Z0 IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. I` nAa� D�,pgoiJSN���`C COMMONWEALTH OF PENNSYLVArdIA s Notarial Seal rella, Notary Publie OF Teresa Pas Upper MerionTwp.,Montgomery County By: My Commission Expires March 28,2021 Nemher, Pennsyl---Association or Notaries Pastella, Notary This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV —OFFICERS: Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or afiomey-in-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII -- Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by fhe chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such Instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation —The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. i, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not.been revoked. IN;TESTIMONN' MEREOF, I have hereunto set my hand and affixed the seals of said Companies this 27th day of April 2020 . 4 1"su�p t`t IhiSfj � 1NSUq ti, 0vtro�T 'y0 5J pµo ParZq� 5 `�P Go 044 R jib v¢' 3 fim � 3 7�1912 i1919Q 1991 0 B Yd'3 acfsus`` -aa 0 MPS`a� ve �NOINA, y Renee C. Llewellyn, Assistant Secretary Y, LMS42890 LMiC-OCIC WAIC MUM Co Bid Bond 062018 O c+1 d" "t7 C (4f LL. p cA O 00 n }Q at � �m 00 0 � O CD SECTION 00 42 43 PROPOSALFORM 2018 CI1' Year 2, Contract 15 CPN 101476 UNIT PRIG BID 00 42 43 BID PROPOSAL Pa,e 1 oF6 Bidder's Application Project Item Jnfonnation Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No Section No. Measure Quantity :WATERUNIT I m 33 11 10, 1 3311.0541 16" DIP Water Pipe LF 66 3311 12 3311 10, 2 3311.0441 12" Water Pipe LF 2,539 33 11 12 3 3311.0361 10" PVC Water Pipe 33 11 12 LF V 4Y10- 4 3311.0261 8" PVC Water Pipe - � 33 11 12 LF 8,869 5 3311.0161 6" PVC Water"Pipe� 33 11 12 LF 85 6 3311.0251 8" DIP Water 33 11 10 LF 60 7 3312.3006 16" Gate Valve wl Vault 33 12 20 EA 2 8 3312.3005 12" Gate Valve 33 12 20 EA 9 9 3312.3004 10" Gate Valve 33 12 20 EA_ 2 10 3312.3003 W Gate Valve 33 12 20 EA 45 11 3312.3002 6" Gate Valve 33 12 20N . EA 15 12 3312.0001 Fire Hydrant 33 12 40 _ W . EA 15 13 3312.1002 2" Combination Air Valve Assembly for 33 12 30� EA M x „_.. 14 3312.2003 1" Water Service 33 12 10 EA 252 15 3312.2004 1" Private Water Service 33 12 10 LF 760 16 3312.2001 1" Water Service, Meter Reconnection 33 12 10 EA 241 17 0241.1118 4"-12" Pressure Plug 0241 14 LA 1 18 3311.0001 Ductile Iron Water Fittings wl Restraint 3311 11 TON 8.50 19 3305.0003 8" Waterline Lowering 33 05 12 EA 5 20 3304.0101 Temporary Water Services 33 04 30 LS 1 21 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 3 22 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 FA 47 23 3312.0106 Connection to Existing 16" Water Main 33 1225 EA 2 24 3305.0109 Trench Safety 33 05 10 LF 1,320 25 0241,1510 Salvage Fire Hydrant 0241 14 EA 13 26 0241.1301 Remove 4" Water Valve 0241 14 EA 1 27 0241.1302 Remove 6" Water Valve 0241 14 EA 28 0241.1303 Remove 8" Water Valve 0241 14 EA _14 14 29 0241.1304 Remove 10" Water Valve 0241 14 EA 10 30 3291.0100 Topsoil 3291 19 CY 78 31 3292.0100 Block Sod Placement~ Nr ry _ 32 92 13 SY 312 32 0171.0001-Construction Staking 01 71 23 LS 1 33 �. 0171.0102 As -Built Survey - 01 71 23 LS� 1� 34 3471.0001 Traffic Control 3471 13 MO 8 35 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 490 36 3213.0301 4" Conc Sidewalk 32 13 20 SF 1,058 " 37 3216.0301 7' Conc Valley Gutter, Residential 32 16 13 SY 89 38 3201.0111 Temporary Asphalt Paving Repair(?" HMAC 3201 17 LF 14,969 39 3201.0614 Conc Pvmt, Residential (Remove and 3201 29 SY 1,394 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 2018 CIP Year 2, Contracl 15 CPN 101476 SECTION 00 42 43 PROPOSALFORM 2018 CIP Year 2, Contract 15 CPN 101476 UNIT PRICE BID 00 42 43 BID PROPOSAL Page 2 nr 6 Bidder's Application Project Item Information Bidders Proposal Bidlist hcm Specification Unit of Bid No Description Section No. Measure Quantify Unit Price Bid Value 40 0241.1100 Remove Asphalt Pvmt SY 326 0241 15 �41 0241.1506 2" Surface Milling _ 0241 15 SY 51__- 42 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 943 � 43 0241.1700 Pavement Pulverization 0241 15 SY 809 44 3211.0112 6" Flexible Base, Type A, GR-1 3211 23 SY 121 45 3212.0303 3" Asphalt Pvmt Typo D 32 12 16 SY 838 _. 46 3125.0101 SWPPP >_ 1 acre 31 2500 LS 1.._ 47 9999.0001 Cem-Lime (30#ISY) 9999 99 TN 12 - rc P 48 19999.0002 Water Construction Allowance 101 71 23 1 LS 1 1 $70,000.00 $70,000.00 Unit 1 - Water Improvements I I 1 1 $70,000.00 CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 2018 CIP Year 2, Contrace 15 CPN 101476 UNIT PRICE BID SECTION 00 42 43 PROPOSALFORM 2018 CIP Year 2, Contrao 15 CPN 101476 Project Item Infarmation 00 42 43 BID PROPOSAL Page 3 of 6 Bidder's Application Bidder's Proposal Bidlisi Item Description Specification Unil or Specification Bid ]'rice Bid Value No. Section No. Measure Quantity 33 1110, 1 3331.4115 8" Sewer Pipe 3331 12, LF 1,611 3331 20 2 _ 3331.4119 8" DIP Sewer Pipe W/ Protecto 401 rcCoating 3311 10 LF 334 3 3339,1001 4' Manhole 3339 10, EA 6 33 39 20 4 3339.1002 4' Drop Manhole 3339 10,� FA 1 33 39 20 5 3339.1003 4' Extra Depth Manhole 33 39 10, VF 5 33 39 20 6 9999.0003 Conflict Junction Box 3339 10, EA 1 33 39 20 7 3339.0001 Epoxy Manhole Liner ..,_.,.__ 0 l__ 33 39 60 VF 16 8 p _ _ _ __ _ . .. 3305.0114 Manhole Adjustment, Major wl Cover - __s.e __. 33 05 14 EA 7 9 3331.3101 4" Sewer Service 3331 50 EA 47 10 _. 3305,0112 Concrete Collar ___.______...__ _. .._ 3305 17 EA 14 11 3305.0113 Trench Water Stops 33 05 15 EA 1 12 3301.01011 Manhole Vacuum Testing 3301 30EA- 8 13 0241.2102 6" Sewer Abandonment Plug 0241 14 EA 1 14 0241.2001 Sanitary Line Grouting 0241 14 CY 4 15 3305.0116 Concrete Encasement for Utility Pipes 33 05 10 CY 2 16 3301.0002 Post -CCTV Inspection 3301 31 LF 1,945 17 3305.0109 Trench Safety 33 05 10 LF 1,944 18 ... 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 3 19 3292.0100 Block Sod Placement — 32 92 13 8Yrv__ 20 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 1 21 0171.0001 Construction Staking 01 71 23 L5 1 22 6171.0102 As -Built Survey 01 71 23 LS 1 23 3 471. 0001 Traffic Control 34 71 13 MO 1 24 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 66 25 3213.0301 4" Cone Sidewalk - .__ 32 13 20 SF _____. 202 26 3201.0111 Temporary Asphalt Paving Repair (2" HMAC on 6" CTB) 3201 17 LF 2,101 27 3201.0614 Conc Pvmt Repair, Residential 3201 29 SY 1 28 3211.0112 6" Flexible Base, Type A, GR-1 32 11 23 Sy 11 29 v 3125.0101 SWPPP ? 1 acreW 31 2500 _ LS_.,.. 30 9999.0004 Sewer Construction Allowance 01 71 23 LS 1 34,600.00 $30,000.00 Unit 2 -Sanitary Sewer Improvements $30,000,00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fann Revised 20120120 2018 C1P Year 2, Contract 15 CPN 101476 SECTION 00 42 43 PROPOSALFORM 2018 CIP Year 2, Contract 15 CPN 101476 UNIT PRICE BID 00 42 43 BID PROPOSAL Page 4 of 6 Bidder's Application Project Rem Information Bidder's Proposal Bidlist item DescriptionSection Specification Unit of Bid Unil Price Bid Value No No. Measure Quantity PAVINGUNIT 3: 1 0171.0001 Construction Staking 01 71 23 LS 1 2 0241.0100 Remove Sidewalk _ 024113 SF 26,159 3 0241.0200 Remove Step 02 41 13 SF 120 4 0241.0300 Romove ADA Ramp 0241 13 EA 55 5 0241.0401 Remove Concrete Drive _ 02 41 13 SF _ 33,697 6 0241.0402 Remove Asphalt Drive � 02 41 13 SF 6,433 7 6241.0600 Remove Wail <4' 0241 13 LF 275 8 0241.1000 Remove Cone Pvmt 0241 15 SY 4 9 0241.1400 Remove Concrete Valley Gutter 0241 15 SY 536 10 0241,1506 2" Surface Milling 0241 15 SY 14,133 11 0241,1700 11" Pavement Pulverization 02.41.15 SY 17,362 12 3110.0101 Site Clearing 31 1000 SY 500 13 3110.0102 6"-12" Tree Removal T 31 1000 EA _ -... 2 .. - . 14 3110.0103 12"-18" Tree Removal 31 10 00 EA 6 15 3110.0104 18"-24" Tree Removal 31 1000 EA 6 16 3110A105 24" and Larger Tree Removal 31 1000 EA 9 17 3123-0101 Unclassified Excavation by Plan _ 31 2316 . CY 800 18 3124.0101 Embankment by Plan 31 2400 CY 300 19 3125.0101 SWPPP >_ 1 acre 31-25 00 LS 1 20 3212.0302 2" Asphalt Pvmt Type D _ 32 12 16 SY 14,133 _ 21 3212.0303 3" Asphalt Pvmt 4ype D 32 12 16 SY 17,362 22 3212.0401 HMAC Transition 32 12 16 TN 60 23 3212.0600 HMAC Pavement Level Up 32 12 16 TN 58 24 3213.0101 6" Cone Pvmt 32 13 13 SY 83 25 3213.0301 4" Cone Sidewalk 32 13 20 SF 36,169 26 3213.0311 4" Cone Sidewalk Adjacent to Curb 32 13 20 SF 900 27 3213.0321 Conc Sidewalk, Adjacent to Ret Wall 32 32 13 SF 2,231 28 3213.0322 Cone Curb at Back of Sidewalk 32 32 13 LF _ 500 29 3213.0401 6" Concrete Driveway r 32 13 20 SF 44,500 30 3213.0403 6' Concrete Driveway 32 1320 SF 3,200 31 3213.0501 Barrier Free Ramp, Type R-1 32 1320 EA 27 32 .____ . ..... ,_, 3213.0504 Barrier Free Ramp, Type M-2 32 13 20 - _ EA _ _ - . __ 1 33 - 3213.0505 Barrier Free Ramp, Type M-3 _ 32 13 20 .r . EA _ 1�� 34 3213,0506 Barrier Free Ramp, Type � 32 1320 _EA 30 35 3216.0101 6" Concrete Curb & Gutter 32 16 13 LF 22,500 36 3216.0301 7" Conc Valley Gutter, Residential 32 1615 5Y 594 37 3217.0501 24" SLD Pvmt Marking HAE (W) 32 17 23 LF 468 38 3217.5001 Curb Address Painting 321725 EA 21 p _ 39 3232.0100 Cone Ret Wall Adjacent to Sidewalk 32 32 13 SF 514 40 3291.0100 Topsoil 32 91 19 CY 650 41 3292.0100 Block Sad Placement 32 92 13 SY 4,800 CITY OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 2019 CIP Year 2, Contract 15 CPN 101476 SECTION 00 42 43 PROPOSALFORM 2018 CIP Year 2, Contract 15 CPN I O1476 UNIT PRICE. BID 00 42 43 BID PROPOSAL Page 5 of 6 Bidder's Application Project lteln Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity 42 3305.07 07 Manhole Adjustment, Minor EA 1 33 05 14 43 3305.0108 Miscellaneous Structure Adjustment (WM) 33 05 14 EA 26 44 3305.0111 Valve Box Adjustment w/ Cone Collar 33 05 14 EA 71 45 3305.0112 Concrete Collar 33 05 17 EA 20 46 3346.0001 4" Pipe Underdrain, Type 1 33 46 00 LF 15 47 3441.4003 Furnishlinstall Alum Sign Ground Mount City 34 41 30 FA 1 48 3441.4110 Remove and Reinstall Sign Panel and Post 3441 30 EA 7 49 3471.0001 Traffic Control 3471 13 MO 8 50 9999.0001 Barrier Free'Ramp, Modified Type R-1 32 13 20 EA 4 51 9999.00D2 Barrier Free Ramp, Modified Type P-1 _. 32 13 20 EA 12 N.. 52 .. ,. M __ . _ - ___-.______ _ 9999.O66 Conc. Steps 99 99 99 SF 120 53 9999.0004 Com-Lime (kgISY) 99 99 99 TN 257 54 9999.0005 Miscellaneous Utility Adjustments (Irrigation) r. ..r., _.._ , . 323213 LS 1 9999.0006 Remove, Protect, and Reinstall Historic 55 Curb Tile 32 32 13 EA 5 56 9999.0007 Replace Historic Curb Tile 3232 13 EA 8 57 9999.0008 Remove and Relocate Mailbox 32 32 13 EA 58 9999.0009 Remove and Replace Brick Mailbox 32 32 13 FA 1 59 9999.0010 Rem/Repl Wire Mesh Fence, Metal Posts 3232 13 LF 175 60 9999.0011 Rein/Repl 5'- 10' Inlet Top (exist size varies) 33 49 20 EA 4 61 --62 9999.0012 Rem/Ropl 4 - 15' Inlet Top (exist size 33 49 20 FA 14 9999.0013 RemlRopl 15'- 20' Inlet Top (exist size- - ___ -- 33 49 20 EA �. ... 63 -- 9999.0014 Paving Construction Allowance 99 99 99 LS 1 -------- $1150,000.00'1 $150,000.60 Unit 3 - Paving Improvements 1 1 $150,000.00 CITY OF FORT WORT11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Farm Revised 20120120 2016 CIF Year 2, Contract 15 CPN 10t476 SECTION 00 42 43 PROPOSALFORM 201 S CIP Year 2, Contract 15 CPN I O1476 Ul41li PRICE BID 00 42 43 DID PROPOSAL. Page 6 or6 Bidder's Application Project Item information Bidder's Proposal Bidlist hcm No Description spec ication Section No. Section Unit of MeasureQuantity Bid Price Bid Value Kim 1 0171.0001 Construction Staking 01 71 23 LS 1 _ 2 0171.0102 As -Built Survey 01 71 23 LS 1 3 _ 0241.0401 Remove Concrete Drive 0241 13 SF 103 — —� 4 0241.3001 Storm Line Grouting __ �.._ ... 0241 13 CY ��. _�.�._.. �1 5 0241.3402 Remove 5' Storm Juntion Box __ 02 41 14 EA _ 1 6 0241.3402 Remove 36" Storm Pipe 0241 14 LF 10 7 0241.4003 Remove 20' Curb Inlet 0241 14 EA 1 8 3110.0102 6"-12" Tree Removal 31 10 00 EA 1 9 3125.0101 SWPPP >_1 acre 31 2500 LS -� 1 10 3201.0111 Temporary Asphalt Paving Repair (2" HMAC 3201 17 LF 11 3213,0401 6" Concrete Driveway 32 13 20 SF _100 103 12 3292.0100 Block Sod Placement 3292 13 Sy 86 13 3301.0002 Post -CCTV Inspection 33 01 31 LF 277 14 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 2 15 3305,0109 Trench Safety 33 05 10 LF 206 16 3305.0112 Concrete Collar _ 3305 17 W EA - 3 17 3341'.0201 21" RCP, Class 111 0241 13 LF 6 18 3341.1102 4'x3' Box Culvert 01 71 23 LF 200 19 3341 A 102 4'x3' Box Culvert Class IV 01 71 23 LF 70 20 3349.0002 5' Storm Junction Box � �-....... 33 49 10 EA 1 21 3349.0003 6' Storm Junction Box 33 43 10 —,-"EA' `z 22 3349.5003 20' Curb Inlet 33 49 20 EA 1 23 3471.0001 Traffic Control _ 3471 13 MO 1 24 9999.0001 Storm Drain Construction Allowance ___. 99 99 99 �. _ __ ___ LS 1 20,000.00 $20,000.00 Unit 4 - Storm Drain Improvements $20,000.00 Total Unit 1 - Water Improvements $70,000,00 Total Unit 2 - Sanitary Sewer Improvements $30,000.00 Total Unit 3 - Pavement Improvements $150,000.00 Total Unit 4 - Storm Drain Improvements $20,000.00 GRAND TOTAL $270,000.00 END OIL SECi'TON CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION UOCUMP.NI S 20I8 CIP Year 2, Contract 15 Form Revised 20120120 CPN 101476 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: 00 43 13 BID BOND Page 1 of2 That we, Company Name Here , known as "Bidder" herein and ; uir;; h'Jii}rj ! 7r!, 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 (5%) 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 2018 CIP Year 2, Contract 15 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 2020. ATTEST: Witness as to Principal PRINCIPAL: BY: Signature Name and Title CITY OF FORT WORTH 2l)1 S Cl P Year 2, Contract t 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 CPN 101476 00 43 13 BID BOND Page 2 of 2 Address: 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 Surely 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 201 S C1P Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 CPN 101476 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of State Here or Blai al, , our principal place of business, are required to be ' % Hers. percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of state Here or Blar' , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of,6ur company or our parent company or majority owner is in the State of Texas. 0 Texas Materials Group, dba JLB Contracting PO Box 24131 Fort Worth, Texas 76024 END OF SECTION By: Ronald D Stinson, Jr (Signature)/,/ Title: Estimating Manager Date: 4J ._ 2 � - 2 oe-0 .�._� , --_._. I TIMS MATERIALS GROUP, INC..i CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Bid Proposal Workbook 00 35 13 BID FORM Page 1 of 1 SECTION 00 35 13 CONFLICT OF 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, htti)://www.ethics.state.tx-us/forms/CIQ. i)u- htE ://www.e! ics.state.tx.uslforms/CIS. df ❑ CIQ Form does not apply CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form does riot apply CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary I�II1 ]A �/ �''�`�' - � a� ;' � 0 By: Ronald D Stinson, Jr 0 Signature: - 0 Title: Estimating Man er END OF SECTION TEXAS MATERIALS GROUP, INC. CITY of FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 Bid Proposal Workbook 0045H-I BIDDERS PREQUALIFICATIONS Page I of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. All contractors are required to be prequalifed 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 prequalifed for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 I0 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 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of 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.wii)dow.state.tx.us/taxpermit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2018 CIP Year 2, Contract 15 CPN 101476 Revised July 1, 2011 004511 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 l (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. U (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 frm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the staternents taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital — current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Pregualification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "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. CITY OF PORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 Z c. The City will issue a letter as to the status of the prequalification approval. 2 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 3 the prequalified work types until the expiration date stated in the letter. 4 9 END OF SECTION CITY OF FORT WORTI1 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 00 45 12 BID FORM Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Asphalt Paving _ Construction/Reconstruction (1u1111t�+rM�j N�I[fiM I Irlre {�I alr�4,�: I , ;t: i I. .. . , GREATER THAN 15,000 square yards) Water Distribution, Urban and Pate Hare or Renewal, 12-inch diameter r.rirnptiny Nlrno Hera or spare and smaller space Sewer Collection System, Development, 8-inches and f. w-ppony Narrle Hera I]r: 5pace Dale Here car smaller Concrete Paving Construction/Reconstruction COnopany.tdorna HolL, or apace F7�Ile Hers clr (LESS THAN 15,000 square sfkar; 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: Company Name Here Address Here Address Here or Space City, State Zip Code Here END OF SECTION By: Printed Name Here (Signature) Title: Title Here Date: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal Workbook FINAL FoRTWORTH. SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box City Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code Street Address (required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO. - CITY OF FORT WORTH TEXAS 200 TEXAS STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: `BIDDER PREQUALIFICATION APPLICATION" 0045 13 BIDDER PREQUALIFICA77ON 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 1 and/or BIock 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 Tunnel ing-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 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller X Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning, 24-inches and smaller Sewer Cleaning, 42-inches and smaller Sewer Cleaning, All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS TIIAN 15,000 square yards) X 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 WORT] 1 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT I NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 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? CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED LOCATION CITY -COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so, where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 0045 13 BIDDER PREQUALIFICATION APPLICA"PION Page 5 of 8 8. In what other lines of business are you financially interested? 9 Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. I NAME OF FIRM OR COMPANY I DETAILED ADDRESS I 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENCE MAGNITUDE AND TYPE OF WORT{ IN WHAT CAPACITY 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please 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 2019 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 6 of g CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: Date of Incorporation Charter/File No. President Vice Presidents If a partnership: State of Organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) General Partners/Officers Secretary Treasurer Limited Partners (if applicable) LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) Individuals authorized to sign for Partnership Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH 2O18 CIP Ycar 2, contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 14. Equipment 01] 45 13 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 TOTAL ITEM QUANTITY ITEM DESCRIPTION BALANCE SHEET VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various - TOTAL Similar types of equipment may be lumped together. if your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. 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 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 00 45 13 BIDDER PRE QUALIFICATION APPLICA-1.10N Page 8 or 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 WORTI I 2018 C1P Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of t SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 101476. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: S &O"P z ..,C_ By: Company D-g4 -Fcjg -jr s ►r (Please Print) +?- ygk�L&fjg Dk. -or Zoo Signature: Address Title: City/StatOZip THE STATE OF TEXAS § COUNTY OF TARRANT (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared fs�a-- - � V, S , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of 7".5 c4w,,fo , I�-^G for the purposes and consideration therein expressed and in the capacity therein stated. D-&4 T9;v-Q-S$ 1'+ GHEN UNDF-R MY HAND AND SEAL OF OFFICE this day of UL Notary Publi�inand for the State of Texa END OF SECTION CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 201 1 10 I? 13 J� 15 16 17 1s 19 20 2t 22 1 24 25 26 27 29 29 ID 31 12 Z3 J10 4? 10 rdlrro ITYBUSIN ESS gNTERPtlst±smiciurcA-nol+s 1"nee I rat' ? SECTION (10 45 40 Minority Business Enterpa'lse Speeilit: tions APPLICATION OF I'OLIC Y IFifeiota I -dot 111rv�i111aaf'Ihe.cuntlact'isgreatal,Than 95I1XOD} then a4VTi3Esubcontractinggoal kapplicatble, 1'OLIC V STATEMENT Tt 1% 1lie policy ofille City t,f Fort Worth to t;nsaary Iho 151111 unrl equilaahle IN-0 IC iplit On by Minority Business Erldcrrri�rs (M13E) 111 [lie procuretiwni ofnII goods, and St;vvices.-AII rea (iimillentt; land N-gal[at ians stllwd in 1lie. CIty's current Busll'le°s Nve rsi ty Enterprise Ord inLi lice ilppIy 1u Ihk bid. MBE I'ii OJEC"r GOALS The Ciay's MBE goal on this project is live/n of the total Nil value of The CID n11=t Maw Ndwpti it) Poo-ka' and Co�rr1011101 r�r.yeo'r11ces.). Nate' Tf boa la MBE aaud 913E subconIrnctimg goals aa,re es ta Wish ed lfoI- Ihis projauet, thou an Dffbror newt stihulIt 13t,Ili it 117BE UIilization F0I'm ana4 n S43E IJ(ili7s1#inri Fol-M 1-t) I?e (leemesl resTr0nsi1rID. It'O1b1PLIANI » TO H11) 8 PEC I F IVA 110 N S 011 Citv k�iII 11T"aa is $50.I 10 or In;mr W kr{ a fv111F ~titlba 0111rar brig gop� 1 is appIled. 0ffvvurs ; nic retlaaired to r.ojiIpIy %viIJi dit i111L;ji[ ilf IILcCity, 131Nilec'rDK'{r'~ily FT1Iul-pris ( j rd I I ull 142t iry ont! of111e ft�Ilow ing; 1. Meet or exceed thc.:Iboves[aLed 11'113E ga}:ti I]Irough !1� BE xu4 con traeling.[ill ydH11;11ion, nr 2. Meet or csceed the above stated MBI? gonI Ihro ugli M HE ,Incur Venture partleiitialt1 ari, or J. Good Faith Effort docinnvittaltion, or; 4. Prinic Waiver tlocumen tatiasn. SU13MITi'AL OF REQUIItED DOCIlMEN-FAT 10N The applirahJr dockillumts ilwu t 1i� neMYM by Ille Porrhmiaig Divkiopi, within the fulla)wing limes .aIIo aged, it1 arder fill' r I I L. L!tit i.re Nd to 1v toll Liitlered revelxins iva~ to 1 h v wpk!viiicmIium, TIT 0ITeror siinII deliver Ihu MBE doelaaneliltuintl iti per. cn1 Lie the approprlatic a mplt-)pde Hof TII' ptlrcliz!ng divisiasia rand a huiiTl at'diAdh]IIle rtCt'i[AL Such receipr sha II bit evida iict t11Lit flit 0ty recxivcd ilia: d0cumoliiritiori in the Iii-ae Gallo a[ed- A faarccl faudior cln.1 iled c +f13 Will ua.t be accepted. I . sidwanirsetur Ili ilixation f uI'm, if J*CeiV!d n0 ];Itar 111DTi .3:00 1). na-, On tIle secoaxi Clty busifiess '0�I is iIwt «r 0.%aCed0d,' day :11 ea` li�k� 11i{1 uliwnitlg dale, exch[ -,ivc of the hid opening. dist1~- ?, Good Faith Effort and received no hatter than ' .00 p.nT., Of] [Ile setiatld City 111JSI11♦w'SL Subcontractor Uiilizattion Foam, iF fear-if`ter the bid opening date, e;€cfusive of tht~ hid opening ailici ation is less thole stated =on1: dote. 3, Good Faith Effort and receivt;d o(r later 1ham 7.;00 ivii_ on the Second City b11Sirken. SubLantrfactor Utilixatiun i�oraaa, irno day. i1iter [lie bid upening dare, excll_%eve of the hid open fir, MBE participation- date- 4. Prime-C ontralctair Wiliver Form, received no biter than 2:00 p.m., an the 5ecoild C'i[y btisiness II'you will perform Fall flay rifler Ilse bid opening dnte, exclusive of the bid upiming con Iraclin 51I Ilur work: date. -0TY OF RiRT W[IKM wTAN1MRD CONSTKUCTION S#'U'ar-ICATiux t>{julAiLN'ir, tteY lmkl,l L nr 4: 21J r5 18 sir YeurLCmtrziv 15 (:IN'101476 004540-2 MINORITY BUSINESS ENTERPRISE SPECIFICATIONS Page 2 of 2 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S 13USINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RE,ESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 6 Any Questions, Please Contact The MIWBE Office at (817) 212-2674. 7 END OF SECTION CITY OF FORT WORTH 2O18 C1P Year 2, Contract IS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised June 9, 2015 00 52 43 - 1 Agreement Page 1 of 5 1 BE, 00 52 43 2 AGREEMENT 3 4 TIHS AGREEMENT, authorized on 06/23/20 is made by and between the City of Forth Worth, 5 a Texas home rule municipality, acting by and through its duly authorized City Manager, 6 ("City"), and Texas Materials Group, Inc. dba Texas Sit, authorized to do business in Texas, 7 acting by and through its duly authorized representative, ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK II Contractor shalt complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 ArticIe 2. PROJIECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 2018 CIP Year 2, Contract 15 17 City Project No.101476 18 Article 3. CONTRACT PRICE 19 City agrees to pay Contractor for performance of the Work in accordance with the Contract 20 Documents an amount, in current funds, of Seven Million, Five Hundred Foray -Three 21 Thousand Four Hundred Sixty -Seven and 02/cents Dollars ($7,543,467.02). 22 Article 4. CONTRACT TIN. 23 4.1 Final Acceptance. 24 The Work will be complete for Final Acceptance within 540 days after the date when the 25 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 26 plus any extension thereof allowed in accordance with Article 12 of the General 27 Conditions. 28 4.2 Liquidated Damages 29 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 30 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 31 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 32 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 33 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 34 instead of requiring any such proof, Contractor agrees that as liquidated damages for 35 delay (but not as a penalty), Contractor shall pay City Six Hundred Fifty Dollars 36 ($650.00) for each day that expires after the time specified in Paragraph 4.1 for Final 37 Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 2018 CiPYear 2, Contract 15 City Project No. 101476 00 52 43 - 2 Agreement Pnge 2 of 5 38 Article 5. CONTRACT DOCUMENTS 39 5.1 CONTENTS: 40 A. The Contract Documents which comprise the entire agreement between City and 41 Contractor concerning the Work consist of the following: 42 1. This Agreement. 43 2. Attachments to this Agreernertt: 44 a. Bid Form 45 1) Proposal Form 46 2) Vendor Compliance to State Law Non -Resident Bidder 47 3) Prequalification Statement 48 4) State and Federal documents (project specific) 49 b. Current Prevailing Wage Rate Table 50 o. Insurance ACORD Form(s) 51 d. Payment Bond 52 e. Performance Bond 53 f. Maintenance Bond 54 g. Power of Attorney for the Bonds 55 h. Worker's Compensation Affidavit 56 i. MBE and/or SBE Utilization Forn? 57 3. General Conditions. 58 4. Supplementary Conditions. 59 S. Specifications specifically made a part of the Contract Documents by attachatent 60 or, if not attached, as incorporated by reference and described in the Table of 61 Contents of the Project's Contract Documents. 62 6. Drawings. 63 7, Addenda. 64 8. DOCLnnentation submitted by Contractor prior to Notice of Award. 65 9. The following which may be delivered or issued after the Effective Date of the 66 Agreement and, if issued, become an incorporated part of the Contract Documents: 67 a. Notice to Proceed. 68 b. Field Orders. 69 c. Change Orders. 70 d. Letter of Final Acceptance. 71 72 Article 6. INDEMNIFICATION 73 6.1. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 74 expense, the city, its officers, servants and employees, from and against any and all 75 claims arising out of, or alleged to arise out of, the work and services to be performed 76 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 77 under this contract. This indemnification provision is specifically intended to operate 78 and be effective even if it is alleged or proven that all or some of the dainages being 79 sought were caused, in whole or in part, by any act, omission o1-_nealigence of the ci 80 This indemnity provision is intended to include, without limitation, indemnity for 81 costs, expenses and legal fees incurred by the city in defending against such claims and 82 causes of actions. 83 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 2015 CIP Year 2, Contract 15 City Project No. 101476 00 52 43 - 3 Agreement Page 3 of 5 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its oven expense, 85 86 87 88 89 the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged of 90 proven that all or some of the damages being sought were caused, in whole or in part, 91 by any act omission or negligence of the city. 92 93 Article 7. MISCl;LLANA009 94 7.1 Terms. 95 Terms used in this Agreement which are defined in Article l of the General Conditions will 96 have the meanings indicated in the General Conditions. 97 7.2 Assignment of Contract. 98 This Agreement, including all of the Contract Documents may not be assigned by the 99 Contractor without the advanced express written consent of the City. 100 7.3 Successors and Assigns. 101 City and Contractor each binds itself, its partners, successors, assigns and legal 102 representatives to the other party hereto, in respect to all covenants, agreements and 103 obligations contained in the Contract Documents. 104 7.4 Severability. 105 Any provision or part of the Contract Documents held to be unconstitutional, void or 106 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 107 remaining provisions shall continue to be valid and binding upon CITY and 108 CONTRACTOR. 109 7.5 Governing Law and Venue. 110 This Agreement, including all of the Contract Documents is performable in the State of 111 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 112 Northern District of Texas, Fort Worth Division. 113 T6 Authority to Sign. 114 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 115 than the duly authorized signatory of the Contractor. 116 117 7.7 Prohibition On Contracts With Companies Boycotting Israel. 118 Contractor acknowledges that in accordance with Chapter- 2270 of the Texas Government 119 Code, the City is prohibited from entering into a contract with a company for goods or 120 services unless the contract contains a written verification from the company that it: (1) 121 does not boycott Israel; and (2) will not boycott Israel during the term of the contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 2018 CIP Year 2, Contract l5 City Project No. 101470 00 52 43 - 4 Agreement Page 4 of 5 122 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 123 in Section 808.001 of the Texas Government Code. By sighing this contract, Contractor 124 certifies that Contractor's signatirr e provides written verd icfltiolr to the City that 125 Contractor. (I) does not boycott Israel, and (2) ivill not boycott Israel during the terra of 126 the contract. 127 128 7.8 Immigration Nationality Act. 129 Contractor shall verify the identity and employment eligibility of its employees who 130 perform work under- this Agreement, including completing the Employment Eligibility 131 Verification Form (1-9). Upon request by City, Contractor shall provide City with copies of 132 all 1-9 forms and supporting eligibility documentation for each employee who performs 133 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 134 establish appropriate procedures and controls so that no services will be performed by any 135 Contractor employee who is not legally eligible to perform such services. 136 CONTRACTOR SIIALL INDEMNIFY CITY AND HOLD CITY HARMLESS 137 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 138 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYE, ES, 139 SITBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 140 Contractor, shall have the right to immediately terminate this Agreement for violations of 141 this provision by Contractor. 142 143 7.9 No Third -Party Beneficiaries. 144 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 145 and there are no third -party beneficiaries. 146 147 7.10 No Cause of Action Against Engineer. 148 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 149 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 150 subcontractors, for any claim arising out of, in connection with, or resulting from the 151 engineering services performed. Only the City will be the beneficiary of any undertaking by 152 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 153 wbether as on -site representatives or otherwise, do not make the Engineer or its personnel 154 in any way responsible for those duties that belong to the City and/or the City's construction 155 contractors or other entities, and do not relieve the construction contractors or any other 156 entity of their obligations, duties, and responsibilities, including, but not limited to, all 157 construction methods, means, techniques, sequences, and procedures necessary for 158 coordinating and completing all portions of the construction work in accordance with the 159 Contract Documents and any health or safety precautions required by such construction 160 work. The Engineer and its personnel have no authority to exercise any control over any 161 construction contractor or other entity or their employees in connection with their work or 162 any health or safety precautions. 163 164 SIGNATURE PAGE TO FOLLOW 165 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised I1.15.17 2018 CIP Year 2, Contract 15 City Project No. 101476 00 52 43 - 5 Agreement Page 5 of 5 166 167 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be 168 effective as of the date subscribed by the City's designated Assistant City Manager ("Effective 169 Date"). 170 Contractor: Texas Materials Group dba City of .Fort Worth Texas Bit 12U� By. Dana Burghdoff (Aug U, 20 NA CDT661 Dana Burghdoff By: �- '�-� Assistant City Manager (Signature) Aug 11, 2020 Date �w 14 Attest: (Printed Name) City Secretaly Title: ✓t'd GooS'��-Tt�.✓ (Seal) Address: M&C 20-0456 a' Date: 06/23/20 Form 1295 No. N/A City/,State/Zip: C� fit' T)c -Mpb 2 Contract Complianee Manager: By signing, I acknowledge that I am the person 7,0 7- o responsible for the monitoring and Date administration of this contract, including ensuring all performance and reporting requirements. r �okVlaged Prole nager Approved as to Form and Legality: -,Q&a Derck fain 10, 2020 22:55 CDT} Douglas W. Black Senior Assistant City Attorney 171 172 APPROVAL. RECOMMENDED: 173 Chrrs+noher larder, 174 A,,... 175 Chris Harder, P.E. 176 Water Department Director rCCOV DAL RECORD D177 SECRETARY CITY OF FORT WORTH 2018 C1P Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 City Project No. 1011176 Bored No. 014219442 0061 14 - 1 PAYMENT BOND Page I oF2 l 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, Texas Materials Group, Inc. dba TexasBit known as 8 "Principal" herein, and Liberty Mutual insurance Company a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" 10 herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the penal Seven Million Five Hundred Forty Three Thousand Four 12 sum of Hundred Sixty Seven and 021100 Dollars 13 ($ 7,543,467.02 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 15 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 day of _, 2{, which Contract is hereby referred to and made 19 a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor 20 and other accessories as defined by law, in the prosecution of the Work as provided for in said 21 Contract and designated as 2019 CIP Year 2, Contract 15, CPN 101476. 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 26 force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with the provisions of said statute. 30 CITY OF FORT WORTH 2019 CIP War 2, Contract IS STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 1 2 3 4 00 61 14 - 2 PAYMENT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 8Q day of 20a�-O . ATTEST: (Principal) Secretary Witness as to Principal PRINCIPAL: Texas Materials Group, Inc, dba TexasBit BY: Signature Name and Title Address: 420 Decker Drive #200 Irving, TX 75062 SURETY: Liberty Mutual Insurance Company ATTEST: -- BY: NIA Tina Davis, Attorney -in -Fact (Surety) Secretary Name and Title ^ Address: 15 W. South Temple, Suite 700 Salt Lake City, UT 84101 Witness 4 to uretlof Lisa II Telephone Number: 801-533-3624 5 6 Note: If signed by er ofthe Surety, there must be on file a certified extract from the bylaws 7 showing that this person has authority to sign such obligation. If Surety's physical address is 8 different from its mailing address, both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 Bond No. 014219442 0061 13 - 1 PERFORMANCE BOND Page 1 of 2 1 SECTION as 61 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Texas Materials Group, Inc. dba TexasBit , known as 8 "Principal" herein and Liberty Mutual Insurance Company , a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal Seven Million Five Hundred Forty Three Thousand Four 12 sutra of, Hundred Sixty Seven and 021100 Dollars 13 ($ 7,543,467.02 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas for the payment of which stun well and truly to be made, we bind 15 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 16 firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the 413 day of 2 which Contract is hereby referred to and 19 made a part hereof for all proposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law; in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as 2018 C1P Year 2, Contract 15, CPN 22 101476 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 0061 13 - 2 PERFORMANCE BOND Page 2 of 2 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 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 accordance With the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the c�3 day of F 2 ATTEST: (Principal) Secretary Witness as to Principal PRINCIPAL: Texas Materials Group, Inc. dba TexasBit BY: Signature V to Name and Title Address: 420 Decker Drive #200 Irving. TX 75062 SURETY: Liberty Mutual Insurance Company Tina Davis, Attorney -in -Fact Name and Title Address: 15 W. South Temple, Suite 700 Salt Lake City, UT 84101 Witness as urety Lisa VaIF Telephone Number: 801-533-3624 0 *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. CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 Bond No. 014219442 006119-1 MAINTAINANCE BOND Page I of 1 SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we Texas Materials Group, Inc. dba TexasBit known as 8 "Principal" herein and Liberty Mutual Insurance Company T , a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, Seven Million Five Hundred Forty Three Thousand Four 12 in the sum of Hundred Sixty Seven and 02/100 Dollars 13 ($ 7,543,467.02 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 15 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 16 and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the c:�C day of2, which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 21 materials, equipment labor and other accessories as defined by law, in the prosecution of the 22 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 23 the "Work") as provided for in said contract and designated as 2018 CIP Year 2, Contract 15, 24 CPN 101476; 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 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0061 19-2 MAINTAINANCE BOND Page 2 or3 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FURTHER, that if any legal action be fled 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; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2018 CIP Year 2, Contract 15 CPN 101476 0061 19 - 3 MAINTAINANCE BOND Page 3 of 3 I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instru ent b�y duly authorized agents and officers on this the c��2' day of 3 , 2{ 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 PRINCIPAL: Texas Materials Group, Inc. dba TexasBit BY: Signature ATTEST: �v cs (Principal) Secretary Name and Title V10 C jc;— $ e F- -j e_ tv�l Address: 420 Decker Drive #200 Irving, TX 75062 Witness as to Principal SURETY: Liberty Mutual Insurance Company ATTEST: E uia Davis, Hurt-y-in-racL Name and Title 1VIA Address: 15 W. South Temple, Suite 700 (Surety) Seer tary Salt Lake City, UT 84101 ti Witness as Yo Surety isa Hall Telephone Number: 801-533-3624 *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. CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 This Power of Attorney limits the acts of those named herein, and they have no authority to Liberty bind the Company except in the manner and to the extent herein stated. mutum. Liberty Mutual Insurance Company The Ohio Casualty Insurance Company Certificate No: 8201331 SURETY West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: Thal The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the Stale of Indiana (heroin collectively called the "Companies'), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Tina Davis all of the city of Salt Lake City , state of Utah each individually if there be more than one named, its true and lawful attomey-in-fact, with full power and aulhority hereby conferred to sign, executo and acknowledge the above -referenced surety bond. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 30th day of May, 2019. tNSU,p_ P,SY INS( 4NSUR� J o4voRyWy J oRPoRgrRgy VP4aReogAr y� 91912b0 yy19190 4 1991 o B /( dV1 SSA-3 �a 1kAM4`+a,.d' ys IA'oIANP Y: ,abS 9i7 * t0 411 Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company David M. Carey, Assistant Secretary STATE OF PENNSYLVANIA ss 6 COUNTY OF MONTGOMERY W m On this 30ih dayof May, 2019, before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secrets of Liberty Mutual Insurance Company, The am— P Y PP Y 9 Secretary Y MOhio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument farthe purposes therein contained m co by signing on behalf of the corporations by himself as a duly authorized officer. U w IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. PAS, 0 CU NCOMMONWEALTH OF PENNSYLVANIA 9 4^,oa�. .� Notarial Seal / !q Teresa Pastslla, Notary Public Upper MerionTwp., Mon€gamery Couoty B C - yy,;gytyc�G My Commission Expires March 28, 2021 Y' d'¢1i5' 4�%�4 Member, Pennsylvania Association or Notaries Teresa Pastolia, Notary Public qj 0 This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual o 0 Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: Cc ARTICLE IV - OFFICERS: Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety (D any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, O E shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such ai instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under the o cy provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. p Q ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. co m Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, Z bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation -The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attomeys- infact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, of Liberty Mutual Insurance Company, The Ohio Casualty Insurance Company, and West American Insurance Company do hereby certify that this power of attorney executed by said Companies is in full force and effect and has not been revoked IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this � day of P� 1N3UR9 -1Y INS& � 1NSUgq 0.J 4eRPOR,aw4aRP°R°r'Qg2 `GP4°RPartAr ¢C� 1912 o y1919wa a 1991 By: 41 pS.4— 10fiOa y0 �y� VAMPSr� bad �s �NOIAKA da Renee C. Llewellyn, Assistant Secretary 9j7 * ra IL., rn m C —I- U U7 >1Lu e? E i Q O O QM 0 C W 0 E 0-Q rn o O 03 N > o N 00 E c:I L co 00 0— H Marsh MSutety POA LMIC OCIC WAIC Multi Co D42019 IONNILIttlilfl Liberty Important Notice TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT: You may write to Liberty Mutual Surety at: Liberty Mutual Surety 2200 Renaissance Boulevard, Suite 400 King of Prussia, PA 19406-2.755 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtectionOtdi.state.tx.us Premium or Claim Disputes Should you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Attach This Notice To Your Policy: This notice is for information only and does not become a part or condition of the attached document. LMIC-3500 Page 1 of 2 Rev. 7.1 W Liberty Nluc u'i l NOTIFICACION IMPORTANTE PARA OBTENER INFORMACION O REALIZAR UNA QUEJA: Usted puede escribir la notificaci6n y dirigirla a Liberty Mutual Surety en la siguiente direcci6n: Liberty Mutual Surety 2200 Renaissance Boulevard, Suite 400 King of Prussia, PA 19406-2755 Usted puede contactar al Departamento de Seguros de Texas para obtener informacion acerca de las companias, coberturas, derechos o quejas: 1-800-252-3439 Usted puede escribir al Departamento de Seguros de Texas a la siguiente direcci6n: P. O. Box 149104 Austin, TX 78714-9104 Pax: (512) 475-1771 Web: htto://www.tdi.state._tx.u_s E-mail: ConsumerProtection .tdi.state.tx.us Disputas acerca de primas o reclamos En caso de que usted quiera elevar una disputa concerniente al tema de primas, por favor contacte en primer lugar a su agente. Si el terra de la disputa es relativo a un reclamo, por favor contacte a Ia comparMa de seguros en primer termino. Si usted considera que la disputa no es apropiadamente resuelta en estas instancias, entonces usted puede contactar al Departamento de Seguros de Texas.. Adjunte esta notification a su p6liza: Esta notificaci6n es a los solos fines de su informaci6n y la misma no forma parte o condiciona de manera alguna el documento adjunto. LMIC-3500 Page 2 of 2 Rev. 7.1_07 TEXA A CRIB COMPANY January 10, 2019 RCS: 2013 Rule Changes to Foam 1295 420 Deckar Qrivo, Suite 200 Irving, ` .". 75002 Phone: (214) 741-3531 Beginning January 1, 2018 changes took effect concerning Form 1295. According to these changes a publicly traded business entity, including a wholly owned subsidiary of the business entity is exempt from the Form 1295 filing requirement. TexasUit is a part of Texas Materials Croup, Inc., a member of the CRH family of companies that are wholly owned by GRH pic headquartered in Ireland. CRH (LSE: CRH, ISE: CRG, NYSE: CRH) is a leading global diversified building materials group, employing 57,000 people at 3,000 operating locations in 31 countries worldwide. A Fortune 500 company, CRH is a constituent member of the FTSE 100 index, the EURC STCXX 50 index and the ISEQ 20. CRH's American Depositary Shares are listed on the NYSE. Seat regards, Chris Michael Vice President & General Manager TexasBit, a CRIB company 3.46% 0.01% . 'treasury Deland L '. Retail Eunopelolher ' NCO A=dW tlnit€.� Efiagdarr► 4D ? JfF'p a[ �T+T,' MISS 4as#Hrr,r ISM ¢S45% 6tf2P537.+at !7J Sa0 :G29'� ��� 1.Ye PFT FB43+s � ! 71 SU 3455� S•rrivry 55 06i't, aaa ass +a�. ii±e rcyrrca�rs rare itt•Fe,Y rStaremrr o! sdr�rs crrsr»a q tnr4 mr�:�ar rrstl�xm nr�LOrtPslc nyk[s ,��.� P�r.r1e srr�lhrlr:�a ri c+pss�rs �elsSaa STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2(VO STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology.................................................................................................... I 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology.................................................................................................................. 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 Preeonstruction Conference.......................................................................................................... 8 2.06 Public Meeting.............................................................................................................................. 8 2.07 Initial Acceptance of Schedules.................................................................................................... 8 Article 3 Contract Documents: Intent, Amending, Reuse............................................................................ 8 3.01 Intent................................................•............................................................................................. 8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................ I I Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4,01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5 — Bonds and Insurance.....................................................................................................................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: Manh9,2020 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment........................................................................................... 20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and "Or-Equals"....................................................................................................... 21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes..........................................................................................................•................................28 6.12 Use of Site and Other Areas.......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs.............................................................................................30 6.I7 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 Indemnitication.........................................................................................................................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: March4,2020 Article 10 - Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work............................................................................................... 38 10.02 Unauthorized Changes in the Work........................................................................................... 39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................48 13.01 Notice of Defects........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13,04 Uncovering 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................................................................................................... 5 l 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 1.6.01 Methods and Procedures.............................................................................................................61 CITY OP PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 Article 17 — Miscellaneous.............................................................................. 17.01 Giving Notice.............................................................................. 17.02 Computation of Times................................................................ 17.03 Cumulative Remedies................................................................. 17.04 Survival of Obligations............................................................... 17.05 .Headings...................................................................................... CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mach 9, 2020 ............................................ 62 ............................................ 62 ............................................ 62 ............................................ 62 ............................................ 63 ............................................ 63 00 72 00 - 1 GENERAL CONDITIONS Page l of63 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. 6. Bice' The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. I I . Calendar Day— A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORT] I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Nheh 4, 2020 007200- I GENERAL CONDITIONS Page 2 of63 12. Change Order A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14. City Attorney The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 16. City Manager The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 18. Contract ---The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 20. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 21. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 22. Contractor The individual or entity with whom City has entered into the Agreement. 23. Cost of the Work See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPE.CIPICATION DOCUM) NTS Revision: Marta] 9, 202o 007200- 1 GENERAL CONDITIONS Pago 3 of 63 24. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 27. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Planning and Development The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of ' Water Department The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings --That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 32. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35, Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mareh9,2020 007200- 1 GENERAL CONDITIONS Page 4 of 63 37. Final Inspection Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 38. General Requirements —Sections of Division 1 of the Contract Documents. 39. Flazardous 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. 40. hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 42. Liens --Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. Major Item An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 44. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice 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. 46. Notice to Proceed A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs —Polychlorinated biphenyls. 48. Petroleum Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 49. Plans --- See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mauch 9,2620 007200- 1 GENERAL. CONDITIONS Page 5 of 63 50. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time, 5 1. Project The Work to be performed under the Contract Documents. 52. Project Manager The authorized representative of the City who will be assigned to the Site. 53. Public Meeting An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 55. Regular Working Hours --- Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 56. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 57. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 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. 59. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 60. 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. 61. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Much9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 6 of 63 62. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 63. Successful Bidder The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 64. Superintendent The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 65. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 66. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 67. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 68 Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 69. Weekend Working Hours Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 70. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 71. Working Day A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 7 of 63 The Contract Documents include the terms "as aIlowed," "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 G. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide; 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (4) 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 no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. CITY OF PORT WORTH STANDARD CONSTRI JCTI ON SPECIFICATION DOCUMENTS Revision: March 9, 2(DO 007200- l GENERAL CONDITIONS Page $ 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 ofSchedules 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: March 9,2020 00 72 QO - 1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies. - Contractor's Review of 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 017 PORT WORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maieh 9, 2CM 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. 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 ofDocumenis A. Contractor and any Subcontractor or Supplier shall not: 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: Mach 9,2020 007200- l GENERAL CONDITIONS Page 1 I of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's on-line electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utiii&s 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 WORT.H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision- Maidi 9,2026 00 72 00 - 1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated 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- March 9.2020 007200-1 GENERAL CONDITIONS Page 13 of'63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition.. B. Possible Price and Time adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. 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 Eacilities 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 Ior: a. reviewing and checking all such information and data; b. Iocating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated.• 1. If an I-Uderground 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 FOP-. CVO TH STAN-DARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mamh9,2020 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 STANDARI) CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maeh4,2020 00 72 00 - GENERAL CONDITIONS Page 35 of63 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 e ngineers, architects, attorneys, and other professionals and all court or .arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall 06ligdte Contractor to indemnify (my individual or entity from and against th,, rnncniof Ihnt indiyid7inl',g or entity's own negligence_41- - 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. C ITU OF FORT ` M :TI; STANDARD CONSTRUCTION SPECIFICATION DOCUKENTS Revision Match9,2I12Q 007200-1 GENERAL CONDITIONS Page 16of63 ARTICLE S — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the Iist of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mamh9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf 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. Failureof 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_-xcess Liability insurance for any differences is required. Excess Liability shall follow' orm f the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CiTv OF F ORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maieh 9, 2020 007200-r 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 Contractors Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9,2020 00 72 00 - 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 skulls 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 `..'OP.TH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9.2020 00 72 00 - 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 perfonn 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: J. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maxh9,2020 00 72 00 -1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or-T;aual " Item_s 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 C.ity's sole .discretion, be accomplished without compliance with some or all of the re-Uh-ements 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 Or, FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMEMI"S Revision: March9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify_ a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage CIaims 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 Mareb9,2020 00 72 00 - I GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision- March 9,2020 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 perfonning 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 Govenunent 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 lliere is good eau�e 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: March 9, 2020 007200-1 GENERAL CONDITIONS Page 26 of 63 D. Arhitration Required if Violation Not Resolved An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the I Ith day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (h) 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 pr6gress 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 Govermnent 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. 7o the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of'or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: MaRil9,2020 00 72 00 - I GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Array 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 reason-sl6le-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 Cii -OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. IIowever, 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 ComptroIler'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 7871 I ; or 2. http://ww-w.window.state.tx.us/taxinfo/taxformsi93-forini,htn-ii 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other areas: I . Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of=way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 007206- 1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim, 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up an 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 bs 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 Ioaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. "These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Strfety and Protection A. Contractor shall be solely responsible for initiating, maintaining and :supervising all safety precautions and programs in connection with the Work. Such r.onsibility 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 WORT? i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision.- March 9, MO 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: l . 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.,'), 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 WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMF-.NTS Revision; Mamh9,2MO 00 72 00 - 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. CITY OF FORT IWORTr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 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: 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:1v Kdi9,2020 007200-1 GENERAL CONDITIONS Page 33 of 53 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 small furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNZF)CATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE A L,S IUN S D AT ,'F'RE CAUSED, IN WHOLE OR IN PART. BY AN-V AC."l',_ 11Ii5 IQ-4 Q.R- M,ULIQENCE 0V -1`lfF CI-FY. This indemnity provision is intended to include, wilhout limimflon; indemnifv for casts, 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 lass, damage or destruction of property of the City, arising out or, .or alleged to arise out of, the work .and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTGI STANDARD CONSTRUCTION SPECIFICATION DOClJMENTS Revision; March9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SE 1ME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional :related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.1 S.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maich9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 35 of63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of'I964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as fiirther 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 FBI' WO Tr. -I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: MW- 0, 2020 0072 00 - I 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 Or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maich 9, 2020 00 72 00 - L 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 llURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site A. City's project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents, B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT wOWrli STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2MO 00 72 00 - I GENERAL CONDITIONS Page 38 of63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Perforrrred Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such (natters 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: March 9, 2020 007200-1 GENERAL CONDITIONS. Page 39 of63 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 lilt Cuntract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17, 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: changes in the Work which are: (i) ordered by City pursuant to Paragraph I0.01.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 (Ili) 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 t0.06. 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. T he CvmpCnSatrGrz agreed upon for Extra Vvrork wheal er or not initiated by a Change Orden 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 annount of each applicabiw frond will I-- by the Contractor to reflect the effect of any such change. CITY OF FORT ` ORT1-I STANDARD CONSTRUCT] ON S€ F..CIFICATION DOCUMENTS Revision: MaFch 9, 2020 00 72 00 - I GENFRAL 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 parry 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 Claire). 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 CIaim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 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. K No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: 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 frrim Contractor or others in accordance with reveal 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 Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 00 72 00 - I GENERAL CONDITIONS Pape 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 I 1.01. 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: March 9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 43 or 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 Worlc shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11..01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch 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 malting 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_ 1 -01_.A 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 ir. the Contract Documents aad 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 Match9,2020 00 72 00 - I GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work. under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2MO 00 72 00 - 1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity ur 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 d•1 n .. ... A +L ._ T+.z ,4rz v aflU Inc RCM is. not angLumfy a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT wORi-H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision Mamh),2020 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 1 l .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.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY of FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9,2M 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 11.0l.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 ease 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, Ciry OF FORTWOR11TH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mash 9, 2(20 00 72 00 - 1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of'Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. if Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maiuh 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Pagc 49 ol'63 Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. if any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMYNTS Revision- March 9,2020 00 72 00 - I 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- Mm69,2020 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: March9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 52 of63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. if payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY of FOR"r WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: M=h9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 53 of 63 B. Review of'Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARDCONSTRUCUON SPECIFICATION DOCUMENTS Rcvi sio : Maxh 9, 2020 00 72 00 - 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: M=h9,2020 007200-[ 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.I, 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 Finalln.spection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORT[ I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mardi 9, 2020 007200-I GENERAL CONDITIONS Pagc 56 of63 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 Relainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is Iess 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: Mwuh9,2020 00 72 00 - l 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 Relainage 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 WORTI J STANDARD CONSTRUCTION SPECIFICATION DOCMENfS Revision: Niamh 9, 2020 00 72 OD _ 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, Inay justify tennination for cause: Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1f 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 OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March %2020 00 72 00 - 1 GENERAL CONDITIONS Page 59 of63 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 15.023, 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 PORT wORT1 I STANDARD CONSTRUCTION SPECIFICATION DOCtJMENTs Revision: Mareh9,2020 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 a]1 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: Manh9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 61 of 63 D. Not later than t5 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1, completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORTWORTH [ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 00 72 00 - 1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other parry of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 —MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if- 1. delivered in person to the individual or to a member of the 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 parry. 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: M=h9,2020 007200- 1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 00 73 00 SUPPLEMENTARY CONDITIONS Page I of 6 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01 A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of None Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER None TARGET DATE OF POSSESSION The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. SC-4.01 A.2, "Availability of Lands" CITY OF FORT WORTH 2018 CI Year 2, Contract IS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 6 Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of NIA EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: A street core sample report, dated 4.12.19 and 4.15.19, prepared by the City of Fort Worth Capital Delivery Division/Soil Lab are included in the contract documents. Exploratory excavation exhibits, prepared by Criado Associates, is included in the contract documents. The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: Shield Engineering Group, PLLC (3) Other: None SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5A4A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit SC-5.04B., "Contractor's Insurance" CITY OF FORT WORTH 2O18 C1P Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 6 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks None The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Required for this Contract $Confirm Limits with Railroad $Confirm Limits with Railroad X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 201 S CIP Year 2, Contract 15 CPN 101476 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 o r 6 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. i. an at -grade crossing, other work or activity is proposed on a If, in addition to a grade separation or railroad company's right-of-way at a location entirely separate from the grade separation or at - grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be tier 3 for the project SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: CFW Horizontal Wage Rate Table A copy of the table is also available by accessing the City's website at: https://apps.fortworthtexas.%!ov/ProiectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 -- General Conditions SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: City of Fort Worth Street Permit SC-6.098. "City obtained permits and Iicenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: TDLR CITY OF FORT WORTH 2018 C1P Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of6 SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of None Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority None SC-8.0I, "Communications to Contractor" None SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Maged Zaki, or his/her successor pursuant to written notification from the Director of Water Department. SC-13.03C., "Tests and Inspections" Paving SC-16.01C.1, "Methods and Procedures" None END OF SECTION Revision hog DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. 3/9/2020 D,V. Magana SC-6.07, Updated the link such that files can be accessed via the City's website. CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN IM476 Revised March 9, 2020 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 1100 SUMMARY OF WORK 01 I 1 00 -1 SUMMARY OF WORK Page i of 3 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 19 20 21 22 23 24 25 26 27 28 29 30 11 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not atypical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS CPN 101476 Revised December 20, 2012 01 11 00-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere 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 least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 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 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTJON SPECIFICATION DOCUMENTS CPN 101476 Revised December 20, 2012 01 11 00-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE INOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] S 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTII 2018 CIP Year 2, Contract IS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised December 20, 2012 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0125 00 SUBSTITUTION PROCEDURES 01 25 00 - I SUBSTITUTION PROCEDURES Page 1 of 4 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 I or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor I 1 e. 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 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS C.PN 101476 Revised July 1, 2011 012500-2 SlJSS"1TI'UTION PROCEDURES Pagc 2 ofel 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 become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration 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 WORT] I 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 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 SUBMITTALSANFORMATIONAL 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 I. 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 fNOT 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 30 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANCE CITY OF FORT WORTH 201 S CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 01 25 00 - 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 13 14 15 16 17 18 19 20 21. 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified iteln? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended _ Recommended Not recommended Received late By Date _ Remarks Date Rejected CITY OF FORT WORTI1 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 31 19 PRECONSTRUCTION MEETING 01 31 19 - 1 PRE CONSTRUCTION MELTING Page 1 of 3 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. I0 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 I 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 20 2I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH 2O18 CCP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised August 17, 2012 1 2 3 4 5 6 7 8 9 ]0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 01 31 19-2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 01 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, casements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations Of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing cc. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 2018 CIP Year 2, Contract 15 CPN 101476 01 31 19- 3 PRECONsTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 12 13 END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH 201 S CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101470 Revised August 17, 2012 1 2 3 PART1- GENERAL 4 LI SUMMARY SECTION 01 31 20 PROJECT MEETINGS 013120-1 PROJECT MEETINGS Page I of 3 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees a. Contractor CITY OF FORT WORTH 2O18 C1P Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S CPN 101476 Revised July 1, 2011 013120-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general, the neighborhood meeting will occur within the 2 weeks following 5 the pre -construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- ] 1 needed basis. Such additional meetings shall include, but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 c. Equipment approval 17 3. The Project Representative will preside at progress meetings, prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whole the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 3I b. Field observations, problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off -site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS ]NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS ]NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 22 23 END OF SECTION IRevision Log DATE NAME SUMMARY OF CHANGE CITY OF FOR"1' WORTH 2018 CI Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATfON DOCUMENTS CI'N 101476 Revised.luly 1, 2011 0132 16 - 1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 SECTION 0132 16 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 I —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. I8 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 2018 CIP Year 2, Contract IS STANDARD CONSTRUCTION! SPECIFICATION DOCUMEN"rS CPN 101476 Revised July 1, 2011 01 32 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. l 1 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 TORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 01 32 16-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 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 3I 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. 39 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates, and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July I, 2011 01 32 16 - 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 BIM360. 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 2O18 C1P Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 01 32 16 - 5 CONSTRUCTION PROGRESS SCHEDULE Page 5 or 1 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 5 6 7 8 9 10 H 12 13 14 1.9 QUALITY ASSURANCE A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 17 18 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 I 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 01 32 33 - 1 PRECONSTRUCTION VIDEO Page 1 of 2 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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CrrY OF FORT WORTH 2019 C1P Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 4 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 _ EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2018 CIP Year 2, Contract IS CPN 101476 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0133 00 SUBMITTALS 01 33 OD - 1 SUBMITTALS Page 1 of 8 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 I I 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 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF PORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised Decemher 20, 2012 01 33 00 - 2 SUBM17-rALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 0 1 -99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 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 '/2 inches x 11 inches to 8 %2 inches x 11 inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items / Table of Contents 44 c. Product Data /Shop Drawings/Samples /Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMrNTS CPN 101476 Revised December 20, 2012 01 33 00 - 3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 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 1.6 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 2018 CI Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised December 20, 2012 01 3300-4 SUBMITTALS 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 I7 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 Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's electronic management site, or another external FTP site 3 I approved by the 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 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 013300-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K_ Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS Revised Decembcr20, 2012 2018 CIP Year 2, Contract 15 CPN 101476 013300-6 SUBMrrFALS Page 6 of 8 I 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; 1 I however, all notations and comments must be incorporated into the 12 final 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 (narked 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 WORT11 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised December 20, 2012 013300-7 SUBMITTALS Page 7 ol'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 RFl 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 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised December 20, 2012 013300-8 SUBMITTALS Page 8 of 8 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/2012012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days i---- - - I CITY OF FORT WORTH 2O18 C1P'Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised December 20, 2012 1 2 11 PART1- GENERAL 4 1.1 SUMMARY SECTION 0135 13 SPECIAL PROJECT PROCEDURES 01 35 13- 1 SPECIAL PROJECT PROCEDURES Page 1 of 8 5 A. Section Includes: 6 l . The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 e. Confined Space Entry Program 10 d. Air Pollution Watch Days 1 l c. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily Iilnited to: 22 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 3. Section 33 12 25 — Connection] to Existing Water Mains 25 1.2 PRICE AND PAYMENT PROCEDURES 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) Additional insurance 5) Insurance Certificates 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of the Project. CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Rcvkscd December 20, 2012 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2. Railroad Flagmen 2 a. Measurement 3 1) Measurement for this Item will be per working day. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 will be paid for each working day that Railroad Flagmen are present at the 7 Site. 8 c. The price bid shall include: 9 1) Coordination for scheduling flagmen 10 2) Flagmen 11 3) Other requirements associated with Railroad 12 3. All other items 13 a. Work associated with these Items is considered subsidiary to the various Items 14 bid. No separate payment will be allowed for this Item. 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification, unless a date is specifically cited. 20 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 21 High Voltage Overhead Lines. 22 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 23 Specification 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Coordination with the Texas Department of Transportation 26 1, When work in the right-of-way which is under the jurisdiction of the Texas 27 Department of Transportation (TxDOT): 28 a. Notify the 'Texas Department of Transportation prior to commencing any work 29 therein in accordance with the provisions of the permit 30 b. All work performed in the TxDOT right-of-way shall be performed in 31 compliance with and subject to approval from the Texas Department of 32 Transportation 33 B. Work near High Voltage Lines 34 1. Regulatory Requirements 35 a. All Work near High Voltage Lines (more than 600 volts measured between 36 conductors or between a conductor and the ground) shall be in accordance with 37 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 38 2. Warning sign 39 a. Provide sign of sufficient size meeting all OSHA requirements. 40 3. Equipment operating within 10 feet of high voltage lines will require the following 41 safety features 42 a. Insulating cage -type of guard about the boom or arm 43 b. Insulator links on the lift hook connections for back hoes or dippers 44 c. Equipment must meet the safety requirements as set forth by OSHA and the 45 safety requirements of the owner of the high voltage lines CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program I. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollution Watch Days 1. General a. Observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 31. c. Critical Emission Time 1) 6:00 a.m, to 10:00 a.m. 2. Watch Days a. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. b. Requirements 1) Begin work after 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. 2) However, the Contractor may begin work prior to 10:00 a.m, if: a) Use of motorized equipment is less than 1 hour, or b) if equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. E. TCEQ Air Permit 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. F. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2018 CIP Year 2, Contract 15 CPN 101476 01 35 13-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 G. Water Department Coordination 2 1. During the construction of this project, it will be necessary to deactivate, for a 3 period of time, existing lines. The Contractor shall be required to coordinate with 4 the Water Department to determine the best times for deactivating and activating 5 those lines. 6 2. Coordinate any event that will require connecting to or the operation of an existing 7 City water line system with the City's representative. 8 a. Coordination shall be in accordance with Section 33 12 25. 9 b. If needed, obtain a hydrant water meter from the Water Department fol• use 10 during the life of named project. 11 c. In the event that a water valve on an existing live system be turned off and on 12 to accommodate the construction of the project is required, coordinate this 13 activity through the appropriate City representative. 14 1) Do not operate water line valves of existing water system. 15 a) Failure to comply will render the Contractor in violation of Texas Penal 16 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 17 will be prosecuted to the full extent of the law. 18 b) In addition, the Contractor will assume all liabilities and 19 responsibilities as a result of these actions. 20 H. Public Notification Prior to Beginning Construction 21 I. Prior to beginning construction on any block in the project, on a block by block 22 basis, prepare and deliver a notice or flyer of the pending construction to the front 23 door of each residence or business that will be impacted by construction. The notice 24 shall be prepared as follows: 25 a. Post notice or flyer 7 days prior to beginning any construction activity on each 26 block in the project area. 27 1) Prepare flyer on the Contractor's letterhead and include the following 28 information: 29 a) Name of Project 30 b) City Project No (CPN) 31 c) Scope of Project (i.e. type of construction activity) 32 d) Actual construction duration within the block 33 e) Name of the contractor's foreman and phone number 34 f) Name of the City's inspector and phone number 35 g) City's after-hours phone number 36 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 37 A. 38 3) Submit schedule showing the construction start and finish time for each 39 block of the project to the inspector. 40 4) Deliver flyer to the City Inspector for review prior to distribution. 41 b. No construction will be allowed to begin on any block until the flyer is 42 delivered to all residents of the block. 43 1. Public Notification of Temporary Water Service Interruption during Construction 44 1. In the event it becomes necessary to temporarily shut down water service to 45 residents or businesses during construction, prepare and deliver a notice or flyer of 46 the pending interruption to the front door of each affected resident. 47 2. Prepared notice as follows: CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 s"rANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 013513-5 SPECIAL PROJECTPROCEDURES Page 5 of 9 a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. J. Coordination with United States Army Corps of Engineers (USACE) At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. K. Coordination within Railroad Permit Areas l . At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. L. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. M. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2018 CIP Year 2, Contract 15 CPN 101476 01 35 13 - 6 SPECIAL PROJECT PROCEDURES Page 6 of S 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] a 12 l3 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.4.14— Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E —Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTU 2019 CII Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> Is] 0 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2018 CIP Year 2, Contract 15 CPN 101476 1 EXHIBIT B 2 3 4 FORT WORTH Dam: 01 35 13 - 8 SPECIAL PROJECT PROCEDURES Page 8 of S DOE No. xxxx Pmjecc Hanw. NOTICE OF TEMPORARY WATER SERGE INTERRUPTION DUE TO UTILITY IMPROVEMENT'S 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) OR MR. (CITY INSPECTOR) AT (TELEPHONE NUMBER) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH 201 S CIP Year 2, Contract IS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised December 20, 2012 01 4523 TESTING AND INSPECTION SERVICES Page I of 2 SECTION dl 45 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. CITY OF FORT WORTI 1 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 01 45 23 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via emai l of submittal posting. 3) Hard Copies a) I copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magana Removed reference to Ruzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of4 i 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 i 1 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 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH 2018 CP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 01 5000-2 TEMPORARY FACILITIES AND CONTROLS Pagc 2 or 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. 2I 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 PORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 ip) 13 14 15 16 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11. FIELD [SITE] CONDITIONS [NOT USED] L12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 I 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) ro 7 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTI-I 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 201 1 01 55 26 - 1 STREET USE. PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 I SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- 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 PORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 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 Perm it, 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 I) 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 I I plans for Street Use Permit, such that construction is not delayed. 12 CI. 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 CII. 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 CII1. Traffic Control Standards 25 I. Traffic Control Standards can be found on the City's 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 2O 19 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101470 Revised July 1, 2011 015526-3 STREET USF, PFRMIT AND MODIFICATIONS T O TRAFFIC CONTROL Page 3 of 3 Revision Log DATE -,.AME SUMMARY OF CHANGE CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 015713-1 STORM WATER POLLUTION PREVENTION Page I of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1- 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 11 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 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent. NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTI I 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 01 57 13-2 STORM WATER POLLUTION PREVENTION Page of B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruetion Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of ❑lsturbaDCC a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements l ) Prepare a TCEQ NO[ form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOT 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruetion 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 2018 CIP Ycar 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALSANFORMATIONAL 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] I PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 14 15 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY Of FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 0158 13 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 SUBMITTALSIINFORMATIONAL 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 INOT 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 WORT71 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 01 58 13 - 2 TEMPORARY PROJE-CT SIGNAGE Page 2 ol'3 I B. Materials 2 1. Sign 3 a. Constructed of Y4-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. 1.4 B. Mounting options 15 a. Skids I6 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] I9 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [m] 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 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 o I' 3 Revision Lag DATE NAME SUMMARY OF CHANGE CITY OF FOR"I' WORTf I 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 016000 PRODUCT REQUIREMENTS Page l of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 -- General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https:Happs.fortworthtexas.gov/ProjeetResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section 01 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] Li CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH 201E CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 01 6000 PRODUCCRFQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website, CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised March 9, 2020 01 66 00 - l PRODUCT STORAGE AND HANDLING REQUIREMENTS Page I ofit I 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 1 1 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 SUBMITTALSANFORMATIONAL 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 2018 CIP Ycar 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised.luly I, 2011 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 o I' 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 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONs'rRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 or4 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 I2 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 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 016600-4 PRODUCT STORAGr AND HANDLING REQUIREMENTS Page 4 o f 4 Revision Log DATE '_'TAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised .luly 1, 201 1 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page I of4 l SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 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 Cleanup 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 CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised November 22, 2016 01 70 00 - 2 MOBILIZATION AND REMOWLIZATION Page2 of4 l a. Mobilization and Demobilization 2 1) Mobilization shall consist of the activities and cost on a Work Order basis 3 necessary for: 4 a) Transportation of Contractor's personnel, equipment, and operating 5 supplies to the Site for the issued Work Order. 6 b) Establishment of necessary general facilities for the Contractor's 7 operation at the Site for the issued Work Order 8 2) Demobilization shall consist of the activities and cost necessary for: 9 a) 'Transportation of Contractor's personnel, equipment, and operating 10 supplies from the Site including disassembly for each issued Work 11 Order 12 b) Site Clean-up for each issued Work Order 13 c) Removal of all buildings or other facilities assembled at the Site for 14 each Work Oder 15 b. Mobilization and Demobilization do not include activities for specific items of 16 work for which payment is provided elsewhere in the contract. 17 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 18 a. A Mobilization for Miscellaneous Projects when directed by the City and the 19 mobilization occurs within 24 hours of the issuance of the Work Order. 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 1 — General Requirements 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment [Consult City Department/Division for direction on if 27 Mobilization pay item to be included or the item should be subsidiary. Include the 28 appropriate Section 1.2 A. 1.] 29 1. Mobilization and Demobilization 30 a. Measure 31 1) This item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 2. Remobilization for suspension of Work as specifically required in the Contract 37 Documents 38 a. Measurement 39 1) Measurement for this Item shall be per each remobilization performed. 40 b. Payment 41 1) The work performed and materials furnished in accordance with this Item 42 and measured as provided under "Measurement" will be paid for at the unit 43 price per each "Specified Remobilization" in accordance with Contract 44 Documents. 45 c. The price shall include: 46 1) Demobilization as described in Section 1.1.A.2.a.1) CITY OF FORT WORTH 2018 CI Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised November 22, 2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 2) Remobilization as described in Section I.1.A.2.a.2) 2 d. No payments will be made for standby, idle time, or lost profits associated this 3 Item. 4 3. Remobilization for suspension of Work as required by City 5 a. Measurement and Payment 6 1) This shall be submitted as a Contract Claim in accordance with Article 10 of 7 Section 00 72 00. 8 2) No payments will be made for standby, idle time, or lost profits associated 9 with this Item. 10 4. Mobilizations and Demobilizations for Miscellaneous Projects 11 a. Measurement 12 1) Measurement for this Item shall be for each Mobilization and 13 Demobilization required by the Contract Documents 14 b. Payment 15 1) The Work performed and materials furnished in accordance with this Item 16 and measured as provided under "Measurement" will be paid for at the unit 17 price per each "Work Order Mobilization" in accordance with Contract 18 Documents. Demobilization shall be considered subsidiary to mobilization 19 and shall not be paid for separately. 20 c. The price shall include: 21 1) Mobilization as described in Section 1. I .A.3.a.1) 22 2) Demobilization as described in Section 1.1.A.3.a.2) 23 d. No payments will be made for standby, idle time, or lost profits associated this 24 Item. 25 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 26 a. Measurement 27 1) Measurement for this Itern shall be for each Mobilization and 28 Demobilization required by the Contract Documents 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 per each "Work Order Emergency Mobilization" in accordance with 33 Contract Documents. Demobilization shall be considered subsidiary to 34 mobilization and shall not be paid for separately. 35 c. The price shall include 36 1) Mobilization as described in Section I.1.A.4.a) 37 2) Demobilization as described in Section I .I .A.3.a.2) 38 d. No payments will be made for standby, idle time, or lost profits associated this 39 Item. 40 1.3 REFERENCES [NOT USED] 41 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 42 1.5 SUBMITTALS [NOT USED] 43 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 44 1.7 CLOSEOUT SUBMITTALS [NOT USED] 45 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED CITY OF PORT WORTH 2018 CII' Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised November 22, 2016 017000-4 MOBILIZATION AND REMOB1LIZ,ATION Page 4 of 4 I 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 3 111 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2 - PRODUCTS [NOT USED] 6 PART 3 - EXECUTION [NOT USED] 7 8 9 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/1 b Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make epceiiiealion flexible for either subsidiary or paid bid item Ior Mobilization. CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised November 22, 2016 0171 23 - l CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART I - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH 2018 CI Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised February 14,2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 or8 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking, — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01 Attachment A_Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice forl.and Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A.The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 0133 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised Februnry 14, 2018 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01 — Attachment A Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and scaled by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 AttachmentA Survey Staking Standards) . 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1.) Verification that established benchmarks and control are accurate. CITY Of FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised February 14, 2018 01 71 23-4 CONSTTWCTTON STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer- lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater Not Applicable CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S CPN 101476 Revised February 14, 2018 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as -built survey including the elevation and Iocation (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) i) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART2-PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points ofintersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, Highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner forreference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF FORT WORTH 2018 CEP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised February 14, 2018 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS A. Tolerances: The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should notexceed 1.0 ft. tolerance. b. horizontal alignment on a structure shall be within .0.1 ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producingno more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.4.A. 2. Vertical locations shall be established from a pre -established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT wORTl I 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 o!' 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A.1f the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A.It is the Contractor's responsibility to maintain all stakes and control data placed bythe City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at anytime deemed necessary. 2. Checks by City personnel or 3'party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log CITY OF FORT WORTH 2O18 CIP Year2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised February 14, 2018 0171 23-s 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 forniat CITY OF FORT WORTI1 2018 CIP Year 2, Contract I' STANDARD CONSTRUCTION SPFCTFICATION DOCUMENTS CPN 101476 Revised February 14, 2018 FORTWORTH, Section 017123.01 - Attachment A Survey Staking Standards February 2017 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\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. For 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.pdf) 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 Ill. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking Vill. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey O:\Specs-Stds Governance Process�Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.15.01_Attachment A_Survey Staking Stand ards.docx Page 2 of 22 1. SurveV 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 II. 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 Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS G POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER IRRIGATION AND RECLAIMED WATER • ■ 111. 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 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01 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:/Jfortworthtexas.gov/itsoiutions/GIS/ 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. 11. 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. Il. 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 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. 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.E.=0.999125, Base point=North: 0, East=O C. Geoid model used, Example: GEOID12A 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 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 be taken 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_StatePlane_Texas—North_Centra!_FIPS_4202_Feet Projection: Lambert_ Conformal —Conic False —Fasting: 1968500.00000000 False —Northing: 6561666, 66666667 Central Meridian:-98.50000000 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666667 Lat itude_Of_O rigi n : 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 txt csv dwg .job G. Preferred Data Format P,N, E,Z, D, N Point Number, Northing, Lasting, 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: C1234 As -built of Water on Main Street Grid NAD83 TXSP 4202.csv O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01 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 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A Survey Staking Standards.docx Page 6 of 22 0 n---" LL- ry � -F CD Ld LD F- 7-) 0 > C) 1 01 6 11 EL. = 100. OU j . r-11 LLJ Z < 71 CID < n 0 0 C) 0 C) U CD C-) CP #1 N=:5000M 13 P E=5000.00 Li 0 T�Ld LL- h] nl� - < X m LLJ CL CL� C) V. Water Staking Standards 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01—Attachment A —Survey Staking Standards-docx Page 7 of 22 A. Centerline Staking — Straight Line Tangents 1. 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 Vl. 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', POC (Point of Curvature) offset stakes should be set at a 25' interval 11. Same grading guidelines as above III. 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 11. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 45' 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 1. Center of Hydrant should be 3.0' behind proposed face of curb 11. 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 Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 f O/ f ®/ k/ j� 8/ « u/ f »/ C=4J � g C 4 Cr Ld I b V[ Sanitary Sewers a kin O:pcJ+Governance RmeelempomwSpec Rm\Capilafi w\Capofi RD»o#m71 23.+$1-k%GmentAkm9 Stkmga&AQsaax Page gw22 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 Ill. 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 Vill. 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 11. 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 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.15.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 Example Sanitary Sewer Stakes CD n r� W OL lu+ jl �- - II W e" �IFte G-Q II'4"" j i AN � i z 2 W d ~`z C r, ��� C D' LL =�IIjSTA••3+7192�IIj�tn C-3� InI"' C-3jI�I �0� •'' LL u{ II SI�Fao r uj C9 � G y� R WQ fr � F Fx P F F r 7 c� h � �E 0/s SsLLJ Csr nr� c-sued c-o� I: i w�. Ts � a f? w Vl O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 11 of 22 VII. Storm Sewer & Inlet Stakin A. Centerline Staking — Straight Line Tangents I. 1 offset stake every 200' on even stations II. 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 L 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 ofgreaterthan 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing IL Standard 10' Inlet = 16.00' 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 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01�01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 12 of 22 EIACK (911E FAUM: F1.ELW.) POINT 1"Y, Imo^ l E I NIB F3_kV,AnM m Example Storm Inlet Stakes FRONT (SIDE FACING a D m z r 1 z r ' IDENTIFIES MICH 011) OF THE hiM . BEING STAKED -ppi I ' INLET ST.MION + (IF" NOTED ON PLAN§) I 7 TfC IrfKT1FIFS GRACE 70 TOP OF C&M + O IDENT1F1E1i GRADE TO FLOWLIME _ DISTANCES FCR INLETS L STANDARD 10- 16' RECESSED 10' - �Cr STANDARD DWEiLE 1U' — 25.6 7 F£CES`.ER DOUBLE 7Q` :,i5.67 HUR VATH TACK ..........._ — — — ...... ........._..._.._ � .Y..__. � _.... _..... __.. _.._ � W � � ._....._...._...._. � _.... 6ACIt CF INLET I eNHOLF pI BACK {5OE F.BOIIG FI.Q'k} POINT 9 HUF1 FLEVAWN o ro t FRONT (SIDE FACING Q i+ TJC BACK OF CURB FL�/,LIN£ EDGE OF PAVEIAENT FACE OF INLET EDGE OF PAMZJA ENT FACE OF INLET O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 22 RACK OF CURB FLOWLINE -- - EDGE Of PA XMENT- - 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 O:\Specs-Stds Governance Process\Temporary Spec Piles\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 22 Example Curb & Gutter Stakes FRONT (SIDE FACING CL) fy� o I FRONT iDDMFIE204D (SUE FRONT I ,� aelnc fn TAUGE14TF B/C.: FRONT (SIDE FACING 1DENTIFYES START I a PitNT CF QJRVATURE PC (-SIDE FACING (11) � 1 I� w� C4 BACK I(IUMFIM OFFSET" IS TO o (SIDE FACING I O.W.) / eta cF uua cu FfG T/ o FM FhCE OF CUB � O ,Q F-MIT #i P II a/c r III I m. ICUiTIFIES CIthGE IS T6 TVP QF CUM NU iRAEf ON III I HUD ELEVATION; g + RA371US PUfNfS'L— I TOP OF CURE • } SACK OF CURB _rT EA{ E of cure ------ "r� Fo ' FLOKI NE EDGE OF PAVEMENT Example Curb & Cutter Stakes at Intersection O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\O1 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 22 F CgOlU Lf_ LAJ f �I yy �� F F if} a C yt {9 a L ��O � ouy SW l 'Woo I ol I- 3Di:'P15i0 xdn ,os I �a t�: f .W ! MID AG )13VH cn L � �° a 8af10 .A4 mt+B � O mwlsla -Xvyi .Og C3 � orn y¢ rz \ 0 C t � f` �W�F- 4hl- E ll E_.,.1 `-c sots a 4 6 m a s� m 4U F ] � 4 F +r. Y4! o�z L..:_3 QG 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.76-07_Attachment A_Survey Staking Standards.docx Page 16 of 22 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) F. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name W A blank template can be obtained from the survey superintendent (see item I above) Date: Standard Citv Cut Sheet City Project Number: Project Name: © TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATION OFFSET DESCRIPTION PROP. STAKED _ CUT + FILL -LT/+RT GRADE ELEV. 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_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) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_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. 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 AN E Nil A lip. r"O , 7. O:\Ipecs-StdsGovernance Process\TompumrySpec FUes\Cophv|Uo|ivery\CepDelivery Div 01\V171 23.l6.01_AuadhmrntA_SumeyStaking S«andanb.docx Page 20of22 109 !fix pReP:IJ"MI rJzALL X :2TEE tlr4 avz &END OrYEAwxs PJv B[X 6 wr2 :we We�adu+rarmsam 43t- 1[R+VA. MOM 116 LRE Mi Pd"E EX67. -� lewATER "no I I STA-B�"a7D0 - 12'WL TFLUM DR) LYD REIfWE A SALVAGE EXIST BATE V"Z & REDMER DWR 7F TV EXbr.. brWATER INSTAU. r12'SCUD " Vt fL7T !6 "gs FufWNb r rr4 R+sswcBl512$ E?�`i31T5i78 rear 0". zzm YA- 0 r19M rl / REHLVE & sALV" 4 EMT, WE V"E STA a r� w rxsTAw Mr A F!2'4YYCRf; SEND ��rawx �aruiw� r .N�`1-IJJl73ffiS9 E2P9S3l338T2 car,tx�a eta ""-' °3°°� O t�l - lY"L lFL 9 "0 STA. P575B - rem :SIIA, TAWTNSTAw Y.L. SYAfD SLEEVE I-IZ* 'YJ5Rr.BEND LF qF' 72° IYA7Efi PIPE R+bfJ47055-+"94P CAifHECr TO t?'!$T.lPWATER E-9�a(:�Yvn13 Ni9471959i3'9 E.i44.8T3E STAD,i.TS - 8'wL INSTATL rL2 x 47AWA" TFF . L rlRYrTE VAW6 2892388 LOT I � �`teluo fp A.FaYWnr& ' M9V.� N Cbr 89h b � 31VH4ffi/8 - rr wi §FJYD PROMSED SANITARY ; SeE SHEf O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 22 92S1ZX xf'saNFb+'N 8 ndtl OE6A7'0.V 177iA'1J .fEY1 �dIYSM iA7Z 17dH1F.U� 1N343�1/7d3N Ff3M�S 1lsY�1NV5 QfflNy3A�M 49. B I R d x L�Iii Nil � a ail�A'���h� �c ��o _l n '43 ii- 'sa 3 g g Q,`,yl� 'uR� C'Ni. , �T tl 3Nr7 SS 'dO&d 05,0.Vi,- JW7 H,)-L :. i .... �.. ... TT it , 1 - L 14 t fi is II y5M II Ns f 23.16.01—Attachment A_Survey Staking Standards.docx Page 22 of 22 Obviously the .csv or Axt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING EASTING ELEV. DESCRIPTION 1 6946257.189 2296079.165 726.09 SSMH RIM 2 6946260.993 2296062.141 725-668 GV RIM ' 3 6946307.399 2296038.306 726.85 GV RIM k C i k 4+�t1 F 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015.116 722,123 GV RIM 6 6946190.528 2296022.721 722.325 PH . 7 6946136.012 2295992.115 719.448 WM RIM 8 6946002.267 2295919.133 713,331 WM RIM TX 9 6946003.056 2295933.418 713,652 CO RIM 10 6945984.677 2295980.52 711.662 SSMH RIM 11 6945986.473 2295869-892 710.046 WM RIM 12 6945895.077 2295860.962 707.72 WM REM 13 6945896.591 2295862.188 709.205 WM R$M VG`ri'EC- A � 14 6945934.286 2295841.925 709.467 WM RIM 15 6945936.727 2295830.441 710.084 CO RIM 16 6945935.678 22.95799.707 707.774 SSMH RIM f � 17 6945817.488 2295827.011 708.392 SSMH RIM 18 69457S9.776 2295758.643 711.2.18 SSMH RIM )�'j 'A. i < 19 6945768.563 2295778.424 110.096 GV MM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712,349 GV WM -- 22 6945682-21 2295744.22 716.686 WM RIMS 23 6945621,902 229S669.471 723.76 WM RIM 24 6945643.407 2295736.03 719.737 CO RIM r} 25 6945571.OS9 2295655.195 727.514 SSMH RIM 26 6945539,498 2295662,803 729.123 WM HIM 1, 27 6945519.834 2295619.49 732.689 WM RIM - imCk i C f {'F` � a 28 6945417.879 2295580,27 740.521 WM RIM 29 6945456.557 2295643,145 736.451 CO RIM 30 6945387.356 2295597,10.1 740.756 GV RIM 31 6945370.698 2295606.793 740.976 GV RIM r't^ 32 6945383.53 2295610.559 740.408 PH 33 6945321.228 2295551,105 746.34 WM RIM 34 6945319.365 2295539.728 746.777 CO HIM 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 r 39 6945113.445 2295520.335 151,871 WM RIM 40 6945049.02 2295527.345 752.257 SSMH RIM E �1 41 6945041.024 2295552.675 751.79 WM RIM # 42 6945038.878 2295552.147 751.88 WM RIM 43 6945006.397 2295518.135 752.615 WM RIM g a r Fr 44 6944944,782. 2295520.635 752.801 WM RIM 45 6944943.432 2295556.479 752.156WMRIM '} 46 6944860,416 2295534.397 752.986 SSMH RIM 0:\Specs-Stds Governance Process\Temporary Spec Files\Capita] Delivery\Cap Delivery Div 01\01 71 23.16.01_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. D:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 77 --- ---- ------ ---- ------ ----- ------ ------ ------ ----- -...------ .- --- --- --- i �* d A � --_- - -` - --_ --- -f- _ - -- - - _ - - -_ - -_ --- --- __._ .. .. a a s s #y 1N 1TP I lie IIII llgq b' a s : O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery�Cap Delivery Div 01\01 71 23.16.01 Attachment A —Survey Staking Standards.docx Page 26 of 26 01 74 23 - 1 CLEANING Page I 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 USE, 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 fail on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS jNOT 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 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN ll)1476 Revised July I, 2011 01 74 23 - 2 CLEANING Pagc 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 S 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 INOT USED 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION INOT 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 PORT WORT[1 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 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. 4I 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 01 74 23 - 4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 9 10 END OF SECTION Revision Log I DATE I NAME I SUMMARY OF CHANGE CITY OF PORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Reused July 1, 2011 SECTION 01 77 19 CLOSEOUT REQUIREMENTS 3 PART1- GENERAL 4 1A SUMMARY 01 77 19- 1 CLOSEOUT REQUIREMENTS Page] of 3 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. IS No separate payment will be allowed for this Item. I6 1.3 REIFERENCES [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 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 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: to 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 7423, 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 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 e. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORT[ 2018 C1P Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 01 77 19 - 3 CLOSEOUT REQIJIREMFN'r5 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) 11 f. 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] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 IRevision Log DATE I NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 01 78 23 - 1 OPERATION AND MAINTENANCE DATA Page 1 of 5 I SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1- 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 Dorms 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 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 PORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised December 20, 2012 01 78 23 - 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 1 I 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 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised December 20, 2012 017923-3 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 case 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 f Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH 2019 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN i01476 Revised December 20, 2012 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 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 PORT WORTH 2018 CI Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised December 20, 2012 017823-5 OPERATION AND MAINTFNANCE 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 USE, 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 —title oi'section removed CITY OF FORT WORTH 2O18 CIP Year 2, Contract IS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised Dec=ber 20, 2012 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0178 39 PROJECT RECORD DOCUMENTS 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page 1 of 4 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative, 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED) 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 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 017939-2 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. i3 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 lorz] 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 I 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 PORT WORTII 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 01 78 39 - 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 I0 a. At a minimum, in accordance with the intervals set forth in Section 017123, 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 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 1.1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 017839-4 PROJECT RECORD DOCUMENTS Pap 4 of4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2018 CIP Year 2, Contract 15 CPN 101476 0241 14-1 UTILITY REMOVALIABANDONMENT Page I of 17 1 OSECTION 02 4114 2 UTILITY REMOVAL/ABANDONMENT 3 PARTt- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Direction for the removal, abandonment or salvaging of the following utilities: 7 a. Cathodic Protection Test Stations 8 b. Water Lines 9 c. Gate Valves 10 d. Water Valves 11 e. Fire Hydrants 12 f. Water Meters and Meter Box 13 g. Water Sampling Station 14 h. Concrete Water Vaults 15 i. Sanitary Sewer Lines 16 j. Sanitary Sewer Manholes 17 k. Sanitary Sewer Junction Boxes 18 1. Storm Sewer Lines 19 m. Storm Sewer Manhole Risers 20 n. Storm Sewer Junction Boxes 21 o. Storm Sewer Inlets 22 p. Box Culverts 23 q. Headwalls and Safety End Treatments 24 r. Trench Drains 25 B. Deviations from this City of Fort Worth Standard Specification 26 1. Addition of grout inspection by coupon sampling for utilities abandoned in place 27 (See 1.2Ac.9, 3.4C2e-g; italicized herein) 28 C. Related Specification Sections include, but are not necessarily limited to: 29 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 30 2. Division 1 General Requirements 31 3. Section 03 34 13 Controlled Low Strength Material (CLSM) 32 4. Section 33 05 10 Utility Trench Excavation, Embedment and Backfill 33 5. Section 33 05 24 -- Installation of Carrier Pipe in Casing or Tunnel Liner Plate 34 6. Section 33 11 11 —Ductile Iron Fittings 35 7. Section 33 11 13 — Concrete Pressure Pipe, Bar -wrapped, Steel Cylinder Type 36 8. Section 33 11 14 — Buried Steel. Pipe and Fittings 37 9. Section 33 12 25 — Connection to Existing Water Mains 38 1.2 PRICE AND PAYMENT PROCEDURES 39 A. Utility Lines 40 1. Abandonment of Utility Line by Grouting C ITY OF FORT WORTFI Sanitary Sewer Replacement M-402B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101003 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 0241 14-2 UTILITY REMOVAL/ABANDONMENT Page 2 of 17 a. Measurement l) Measurement for this Item shall be per cubic yard of existing utility line to be grouted. Measure by tickets showing cubic yards of grout applied. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price per cubic yard of "Line Grouting" for: a) Various types of utility line c. The price bid shall include: 1) Low density cellular grout or CLSM 2) Water 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 0� Corq! nn Sample hispecdon ofWandoned lines 2. Utility Line Removal, Separate Trench a. Measurement 1) Measurement for this Item shall be per linear foot of existing utility line to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per Linear foot of "Remove Line" for: a) Various types of existing utility line b) Various sizes c. The price bid shall include: 1) Removal and disposal of existing utility pipe 2) Pavement removal 3) Excavation 4) Mauling 5) Disposal of excess materials 6) .Furnishing, placement and compaction of backfill 7) Clean-up 3. Utility Line Removal, Same Trench a. Measurement I) This Item is considered subsidiary the proposed utility line being installed. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the installation of proposed utility pipe and shall be subsidiary to the unit price bid per linear foot of pipe complete in place, and no other compensation Will be aIIowed. 4. Manhole Abandonment a. Measurement 1) Measurement for this Item will be per each manhole to be abandoned. b. Payment CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Replacement M-402B CPN 101003 0241 14 - 3 UTILITY REMOVAL.IABANDONMENT Page 3 of 17 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" shall be paid for at the 3 unit price bid per each "Abandon Manhole" for: 4 a) Various diameters 5 b) Various types 6 c. The price bid shall include- 7 1) Removal and disposal of manhole cone 8 2) Removal, salvage and delivery of frame and cover to City, if applicable 9 3) Cutting and plugging of existing sewer lines 10 4) Concrete 11 5) Acceptable material for backfilling manhole void 12 6) Pavement removal 13 7) Excavation 14 8) Hauling 15 9) Disposal of excess materials 16 10) Furnishing, placement and compaction of backfill 17 11) Surface restoration 18 12) Clean-up 19 5. Cathodic Test Station Abandonment 20 a. Measurement 21 1) Measurement for this Item will be per each cathodic test station to be 22 abandoned. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under "Measurement" shall be paid for at the 26 unit price bid per each "Abandon Cathodic Test Station". 27 c. The price bid shall include: 28 1) Abandon cathodic test station 29 2) CLSM 30 3) Pavement removal 31 4) Excavation 32 5) Hauling 33 6) Disposal of excess materials 34 7) Furnishing, placement and compaction of backfill 35 8) Clean-up 36 B. Water Lines and Appurtenances 37 1. Installation of a Water Line Pressure Plug 38 a. Measurement 39 1) Measurement for this Item shall be per each pressure plug to be installed. 40 b. Payment 41 1) The work performed and materials furnished in accordance with this Item 42 and measured as provided under "Measurement" shall be paid for at the 43 unit price bid for each "Pressure Plug" installed for: 44 a) Various sizes 45 c. The price bid shall include: 46 ]) Furnishing and installing pressure plug 47 2) Pavement removal 48 3) Excavation 49 4) Hauling CITY OF FORT WORTH Sanitary Sewer Replacement M-402B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101003 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 0241 14-4 UTILITY REMOVAIJABANDONMENT Page 4 of 17 5) Disposal of excess material 6) Gaskets 7) Bolts and Nuts 8) Furnishing, placement and compaction of embedment 9) Furnishing, placement and compaction of backfill 10) Disinfection 11) Testing 12) Clean-up 2. Abandonment of Water Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Water Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 3. Water Valve Removal a. Measurement 1) Measurement for this Item will be per each water valve to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Water Valve" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of valve 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 4. Water Valve Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water valve to be removed and salvaged. b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Replacement M-402B CPN 101003 0241 14-5 UTILITY REMOVAUABANDONMENT Page 5 of 17 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" shall be paid for at the 3 unit price bid per each "Salvage Water Valve" for: 4 a) Various sizes 5 c. The price bid shall include: 6 l) Removal and Salvage of valve 7 2) CLSM 8 3) Delivery to City 9 4) Pavement removal 10 5) Excavation 11 6) Hauling 12 7) Disposal of excess materials 13 8) Furnishing, placement and compaction of backfill 14 9) Clean-up 15 5. Water Valve Abandonment 16 a. Measurement 17 1) Measurement for this Item will be per each water valve to be abandoned. 18 b. Payment 19 1) The work performed and materials furnished in accordance with this Item 20 and measured as provided under "Measurement" shall be paid for at the 21 unit price bid per each "Abandon Water Valve" for: 22 a) Various Sizes 23 c. The price bid shall include: 24 1) Abandonment of valve 25 2) CLSM 26 3) Pavement removal 27 4) Excavation 28 5) Hauling 29 6) Disposal of excess materials 30 7) Furnishing, placement and compaction of backfill 31 8) Clean-up 32 6. Fire Hydrant Removal and Salvage 33 a. Measurement 34 1) Measurement for this Item will be per each fire hydrant to be removed. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 and measured as provided under "Measurement" shall be paid for at the 38 unit price bid per each "Salvage :Fire Hydrant". 39 c. The price bid shall include: 40 1) Removal and salvage of fire hydrant 41 2) Delivery to City 42 3) Pavement removal 43 4) Excavation 44 5) Hauling 45 6) Disposal of excess materials 46 7) Furnishing, placement and compaction of backfiff 47 8) Clean-up 48 7. Water Meter Removal and Salvage 49 a. Measurement CITY OF FORT WORTH Sanitary Sewer Replacement M-402B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101003 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 1.2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 0241 14-6 UTILITY REMOVAIJARANDONMENT Page 6 of 17 1) Measurement for this Item will be per each water meter to be removed and salvaged. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Water Meter" for: a) Various sizes 2) If a "Water Meter Service Relocate" is performed in accordance with Section 33 12 10, removal and salvage or disposal of the existing (2-inch or smaller) water meter shall be subsidiary to the cost of the "Water Meter Service Relocate", no other compensation will be allowed. c. The price bid shall include: 1) Removal and salvage of water meter 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Cleanup 8. Water Sampling Station Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water sampling station to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Water Sampling Station". c. The price bid shall include: 1) Removal and salvage of water sampling station 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 9. Concrete Water Vault Removal a. Measurement 1) Measurement for this Item will be per each concrete water vault to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Concrete Water Vault". c. The price bid shall include: 1) Removal and disposal of concrete water vault 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Removal, salvage and delivery of any valves to City, if applicable CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Replacement M-402B C PN 101003 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 0241 14-7 UTILITY REMOVAL/ABANDONMENT Page 7 of 17 4) Removal, salvage and delivery of any water meters to City, if applicable 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess materials 9) Furnishing, placement and compaction of backi'ill 10) Clean-up C. Sanitary Sewer Lines and Appurtenances 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug a. Measurement l) Measurement for this Item shall be per each cut and abandonment plug installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Sewer Abandonment Plug" for: a) Various sizes c. The price bid shall include: 1) Fumishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Sanitary Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each sanitary sewer manhole to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Sewer Manhole" for: a) Various diameters c. The price bid shall include: 1) Removal and disposal of manhole 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Cutting and plugging of existing sewer lines 4) Pavement removal 5) Excavation 6) Hauling 7) DisposaI of excess materials 8) Furnishing, placement and compaction of backfilI 9) Clean-up 3. Sanitary Sewer Junction Structure Removal a. Measurement 1) Measurement for this Item will be per each sanitary sewer junction structure being removed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Replacement M-402B CPN 101003 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 024114-8 UTILITY REMOVAL/ABANDONMENT Page 8 of 17 b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the lump sum bid per each "Remove Sewer Junction Box" location. c. The price bid shall include: 1) Removal and disposal of j unction box 2) Removal, salvage and delivery of frame and cover to City. 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill. 8) Clean-up D. Storm Sewer Lines and Appurtenances 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug a. Measurement l) Measurement for this Item shall be per each cut and abandonment plug to be installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Storm Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Storm Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each storm sewer manhole to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Manhole Riser" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of manhole 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Sanitary Sewer Replacement M-402B CPN 101003 0241 14-9 UTILITY REMOVAIJABANDONMENI' Page 9 of 17 1 8) Clean-up 2 3. Storm Sewer Junction Box Removal 3 a. Measurement 4 I) Measurement for this Item will be per each storm sewer junction structure 5 to be removed. 6 b. Payment 7 1) The work performed and materials furnished in accordance with this Item 8 and measured as provided under "Measurement" shall be paid for at the 9 unit price bid per each "Remove Storm .function Box" for: 10 a) Various sizes 11 c. The price bid shall include: 12 1) Removal and disposal of junction box 13 2) Removal, salvage and delivery of frame and cover to City, if applicable 14 3) Pavement removal 15 4) Excavation 16 5) Hauling 17 6) Disposal of excess materials 18 7) Furnishing, placement and compaction of backfill 19 8) Clean-up 20 4. Storm Sewer Junction Structure Removal 21 a_ Measurement 22 1) Measurement for this Item will be per each storm sewer junction structure 23 being removed. 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under "Measurement" shall be paid for at the 27 lump sum bid per each "Remove Storm Junction Structure" location. 28 c. The price bid shall include: 29 1) Removal and disposal of junction structure 30 2) Removal, salvage and delivery of frame and cover to City, if applicable 31 3) Pavement removal 32 4) Excavation 33 5) Hauling 34 6) Disposal of excess materials 35 7) Furnishing, placement and compaction of backfill 36 8) Clean-up 37 5. Storm Sewer Inlet Removal 38 a. Measurement 39 I) Measurement for this Item will be per each storm sewer inlet to be 40 removed. 41 b. Payment 42 1) The work performed and materials furnished in accordance with this Item 43 and measured as provided under "Measurement" shall be paid for at the 44 unit price bid per each "Remove Storm Inlet" for: 45 a) Various types 46 b) Various sizes 47 c. The price bid shall include: 48 1) Removal and disposal of inlet 49 2) Pavement removal CITY OF FORT WORTH Sanitary Sewer Replacement M-402B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101003 Revised December 20, 2012 0241 14 - 10 1JT1L1TY RE.MOVAUABANDONMENT Page 10 of 17 1 3) Excavation 2 4) Hauling 3 5) Disposal of excess materials 4 6) Furnishing, placement and compaction of backfill 5 7) Clean-up 6 6. Storm Sewer Junction Box Removal 7 a. Measurement 8 1) Measurement for this Item shall be per linear foot of existing storm sewer 9 box to be removed. 10 b. Payment 11 1) The work performed and materials furnished in accordance with this item 12 and measured as provided under "Measurement" shall be paid for at the 13 unit price bid per linear foot of "Remove Storm Junction Box" for all sizes. 14 c. The price bid shall include: 15 1) Removal and disposal of Storm Sewer Box 16 2) Pavement removal 17 3) Excavation 18 4) Hauling 19 5) Disposal of excess materials 20 6) Furnishing, placement and compaction of backfill 21 7) Clean-up 22 7. Headwall/SET Removal 23 a. Measurement 24 1) Measurement for this Item will be per each headwall or safety end 25 treatment (SET) to be removed. 26 b. Payment 27 1) The work performed and materials furnished in accordance with this Item 28 and measured as provided under "Measurement" shall be paid for at the 29 unit price bid per each "Remove Headwall/SET". 30 c. The price bid shall include: 31 1) Removal and disposal of Headwall/SET 32 2) Pavement removal 33 3) Excavation 34 4) Hauling 35 5) Disposal of excess materials 36 6) Furnishing, placement and compaction of backfill 37 7) Clean-up 38 8. Trench Drain Removal 39 a. Measurement 40 1) Measurement for this Item shall be per linear foot of storm sewer trench 41 drain to be removed. 42 b. Payment 43 1) The work performed and materials furnished in accordance with this Item 44 and measured as provided under "Measurement" shall be paid for at the 45 unit price bid per linear foot of "Remove Trench Drain" for: 46 a) Various sizes 47 c. The price bid shall include: 48 1) Removal and disposal of storm sewer line 49 2) Pavement removal CITY OF FORT WORTH Sanitary Sewer Replacement M-402B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101003 Revised December 20, 2012 0241 14 - 11 UTILITY REMOVALIABANDONMTNT Page 11 of 17 1 3) Excavation 2 4) Hauling 3 5) Disposal of excess materials 4 6) Furnishing, placement and compaction of backfill 5 7) Clean-up 6 1.3 REFERENCES [NOT USED 7 1.4 ADMINISTRATIVE REQUIREMENTS 8 A. Coordination 9 1. Contact Inspector and the Water Department Field Operation Storage Yard for 10 coordination of salvage material return. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING 17 A. Storage and Handling Requirements 18 1. Protect and salvage all materials such that no damage occurs during delivery to the 19 City. CITY OF FORT WORTH Sanitary Sewer Replacement M-402B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN IM003 Revised December 20, 2012 0241 14 - 12 UTILITY REMOVALIAnANDONMENT Page 12 of 17 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED JOR] OWNER -SUPPLIED PRODUCTS [NOT USED] 5 2.2 MATERIALS 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 REMOVAL, SALVAGE, AND ABANDONMENT 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. General 1. Manhole Abandonment a. All manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfill in accordance with Section 33 05 10. e. Remove and salvage manhole frame and cover as coordinated with City. d. Deliver salvaged material to the City. e. Cut and plug sewer lines to be abandoned. f. Backfill manhole void in accordance with City Standard Details. B. Water Lines and Appurtenances 1. Water Line Pressure Plugs a. Ductile Iron Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance with Section 33 11 11. 3) Perform Cut and Plug in accordance with Section 33 12 25. b. PVC C900 and C905 Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance with Section 33 11 11. 3) Perform Cut and Plug in accordance with Section 33 12 25. c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10 2) Plug using: a) A fabricated plug restrained by welding or by a Snap Ring in accordance with Section 33 11 13; or CITY OF FORT WORTH Sanitary Sewer Replacement M-402B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101003 Revised December 20, 2012 0241 14- 13 UTILITY REMOVAL/ABANDONMENT Page 13 of 17 I b) A blind flange in accordance with Section 33 11 13 2 3) Perform Cut and Plug in accordance with Section 33 12 25. 3 d. Buried Steel Water Lines 4 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 5 2) Plug using: 6 a) A fabricated plug restrained by welding in accordance with Section 33 7 11 14; or 8 b) A blind flange in accordance with Section 33 11 14 9 3) Perform Cut and Plug in accordance with Section 33 12 25. 10 2. Water Line Abandonment Plug 1 1 a. Excavate and backfill in accordance with Section 33 05 10. 12 b. Plug with CLSM in accordance with Section 03 34 13. 13 3. Water Line Abandonment by Grouting 14 a. Excavate and backfill in accordance with Section 33 05 10. 15 b. Dewater from existing line to be grouted. 16 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 17 or CLSM in accordance with 03 34 13. 18 d. Dispose of any excess material. 19 4. Water Line Removal 20 a. Excavate and backfill in accordance with Section 33 05 10. 21 b. Cut existing line from the utility system prior to removal. 22 c. Cut any services prior to removal. 23 d. Remove existing pipe line and properly dispose as approved by City. 24 5. Water Valve Removal 25 a. Excavate and backfill in accordance with Section 33 05 10. 26 b. Remove and dispose of valve bonnet, wedge and stem. 27 c. Fill valve body with CLSM in accordance with Section 03 34 13. 28 6. Water Valve Removal and Salvage 29 a. Excavate and backfill in accordance with Section 33 05 10. 30 b. Remove valve bonnet, wedge and stem. 31 c. Deliver salvaged material to the Water Department Field Operation Storage 32 Yard. 33 d. Protect salvaged materials from damage. 34 e. Fill valve body with CLSM in accordance with Section 03 34 13. 35 7. Water Valve Abandonment 36 a. Excavate and backfill in accordance with Section 33 05 10. 37 b. Remove the top 2 feet of the valve stack and any valve extensions. 38 c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. 39 8. Fire Hydrant Removal and Salvage 40 a. Excavate and backfill in accordance with Section 33 05 10. 41 b. Remove Fire Hydrant. 42 c. Place abandonment plug on fire hydrant lead line. 43 d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage 44 Yard. 45 e. Protect salvaged materials from damage. 46 9. Water Meter Removal and Salvage 47 a. Remove and salvage water meter. 48 b. Return salvaged meter to Project Representative. CITY OF FORT WORTH Sanitary Sewer Replacement M-402B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101003 Revised December 20, 2012 0241 14-14 UTILITY REMOVAL/ABANDONMENT Page 14 of 17 I c. City will provide replacement meter for installation. 2 d. Meter Box and Lid 3 1) Remove and salvage cast iron meter box lid. 4 2) Remove and dispose of any non -cast iron meter box lid. 5 3) Return salvaged material to the Water Department Field Operation Storage 6 Yard. 7 4) Remove and dispose of meter box. 8 10. Water Sample Station Removal and Salvage 9 a. Remove and salvage existing water sample station. 10 b. Deliver salvaged material to the Water Department Field Operation Storage 11 Yard. 12 11. Concrete Water Vault Removal 13 a. Excavate and backfill in accordance with Section 33 05 10. 14 b. Remove and salvage vault lid. l5 c. Remove and salvage valves. 16 d. Remove and salvage meters. 17 e. Deliver salvaged material to the Water Department Field Operation Storage 18 Yard. 19 f.. Remove and dispose of any piping or other appurtenances. 20 g. Demolish and remove entire concrete vault. 21 h. Dispose of all excess materials. 22 12. Cathodic Test Station Abandonment 23 a. Excavate and backfill in accordance with Section 33 05 10 24 b. Remove the top 2 feet of the cathodic test station stack and contents. 25 c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. 26 C. Sanitary Sewer Lines and Appurtenances 27 1. Sanitary Sewer Line Abandonment PIug 28 a. Excavate and backfill in accordance with Section 33 05 '10. 29 b. Remove and dispose of any sewage. 30 c. Plug with CLSM in accordance with Section 03 34 13. 31 2. Sanitary Sewer Line Abandonment by Grouting 32 a. Excavate and backfill in accordance with Section 33 05 10. 33 b. Dewater and dispose of any sewage from the existing line to be grouted. 34 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 35 or CLSM in accordance with 03 34 13. 36 d. Dispose of any excess material. 37 e, Peiyarny Coupon InNpecfrans oj'grfmWpipe to ens we enure fine is filled with 38 MI. 39 f Cutdpdm sauij,les shall be lakeu at the cailerpfthe ahcrrrdoned-,voin)� and at 50 40 fOflf in rWHanix hrxth up Team and drrlmsirempi fi-ono eewer unjil apl;owklcd by 41 the Impectur and I& Prq ea Manager- 42 g- Dire-rng the FInaf Inxpuefion, ali coupons lifill he provider! to Field Qperafiom 43 I�resentodmiffarei v1svuJ hispecHon crpprnvral. 44 3. Sanitary Sewer Line Removal 45 a. Excavate and backfill in accordance with Section 33 05 10. 46 b. Cut existing line from the utility system prior to removal. 47 c. Cut any services prior to removal. 48 d. Remove existing pipe line and properly dispose as approved by City. CITY OF FORT WORTH Sanitary Sewer Replacement M-402B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101003 Revised December 20, 2012 0241 14 - 15 UTILITY REMOVAIJABANDONMENT Page 15 of 17 1 4. Sanitary Sewer Manholes Removal 2 a. All sanitary sewer manholes that are to be taken out of service are to be 3 removed unless specifically requested and/or approved by City. 4 b. Excavate and backfill in accordance with Section 33 05 10. 5 c. Remove and salvage manhole frame and cover. 6 d. Deliver salvaged material to the Water Department Field Operation Storage. 7 e. Demolish and remove entire concrete manhole. 8 f. Cut and plug sewer lines to be abandoned. 9 5. Sanitary Sewer Junction Structure Removal 10 a. Excavate and backfill in accordance with Section 33 05 10. 11 b. Remove and salvage manhole frame and cover. 12 c. Deliver salvaged material to the Water Department Field Operation Storage. 13 d. Demolish and remove entire concrete manhole. I4 e. Cut and plug sewer lines to be abandoned. 15 D. Storm Sewer Lines and Appurtenances 16 1. Storm Sewer Abandonment Plug 17 a. Excavate and backfill in accordance with Section 33 05 10. 18 b. Dewater line. 19 c. Plug with CLSM in accordance with Section 03 34 13. 20 2. Storm Sewer Line Abandonment by Grouting 21 a. Excavate and backfill in accordance with Section 33 05 10. 22 b. Dewater the existing line to be grouted. 23 c. hill line with Law Density Cellular Grout in accordance with Section 33 05 24 24 or CLSM in accordance with 03 34 13. 25 d. Dispose of any excess material. 26 3. Storm Sewer Line Removal 27 a. Excavate and backfill in accordance with Section 33 05 10. 28 b. Remove existing pipeline and properly dispose as approved by City. 29 4. Storm Sewer Manhole Removal 30 a. All storm sewer manholes that are to be taken out of service are to be removed 31 unless specifically requested and/or approved by City. 32 b. Excavate and backfill in accordance with Section 33 05 10. 33 c. Demolish and remove entire concrete manhole. 34 d. Cut and plug storm sewer lines to be abandoned. 35 5. Storm Sewer Junction Box and/or Junction Structure Removal 36 a. Excavate and backfill in accordance with Section 33 05 10. 37 b. Demolish and remove entire concrete structure. 38 c. Cut and plug storm sewer lines to be abandoned. 39 6. Storm Sewer Inlet Removal 40 a. Excavate and backfill in accordance with Section 33 05 10. 41 b. Demolish and remove entire concrete inlet. 42 c. Cut and plug storm sewer lines to be abandoned. 43 7. Storm Sewer Box Removal 44 a. Excavate and backfill in accordance with Section 33 05 10. 45 b. Cut existing line firom the utility system prior to removal. 46 c. Cut any services prior to removal. 47 d. Remove existing pipe line and properly dispose as approved by City. CITY OF FORT WORTI I Sanitary Sewer Replacement M-402B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101003 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 I2 13 14 15 16 17 18 0241 14 - 16 UTILITY RFMOVAIJABANDONMENT Page 16 of 17 8. Headwall/SET Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete inlet. c. Cut and plug storm sewer lines to be abandoned. 9. Storm Sewer Trench Drain Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove existing pipe line and dispose as approved by City. 3.5 REPAIR 1 RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisod December 20, 2012 Sanitary Sewer Replacement M-402B CIIN 101003 0241 14 - 17 UTILITY REMOVALJABANDONMENT Page 17 of 17 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/12 D. Johnson 1.2.C.3.c. — Include Frame and Cover in Payment description Throughout— added abandonment of slam and sewer manholes when requested and/or approved by City 08/15/19 1 H. Lundville Utility Grouting Changes CITY OF FORT WORTH Sanitary Sewer Replacement M-402B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101003 Revised December 20, 2012 City of Fort Worth Utility Construction Policy- 2019 The following policy shall govern all pavement cuts or excavations within the City of Fort Worth rights of way (ROW) and easements. Purpose The purpose of this policy is to effectively manage street closures, minimize disruptions to traffic flow, minimize damage, and ensure the proper repair to the street pavement while allowing for utility construction and maintenance. A. General The Director of the Transportation and Public Works Department or his/her designated representative ("Director") shall specify methods and materials that are acceptable for utility construction within public rights of ways, and all plans and specifications shall be reviewed and approved by the Director. Any variance to this policy must be approved by the Director. 1. Variance Procedure: The request must include the following; 1) Project/permit number with a description of the work being done. 2) Provide supporting information that justifies the need for the variance. 3) Provide an exhibit depicting the proposed limits of work. Right -of -Way Management staff will review the variance request and forward the initial determination to the Transportation & Public Works Director's office for processing and final review. Once a final determination is made, the ROW user will be notified. The ROW user must not start construction without an approved permit. Reduced restoration limits are not allowed within a driveway approach and restoration should conform to the expansion joint in the curb if one exists. B. Planning and coordination 1. Advanced Planning: Maps and projected schedules for the current city fiscal year for all construction planned or anticipated by each utility including water, sanitary sewer, electric, gas, telecommunications, cable, etc., are to be submitted to the Director each October 1. The City will review and distribute this information, which can be conceptual and tentative, through a monthly coordination meeting with other utilities for purpose of project planning, coordination and/or consolidation of projects. 1 I .zage 2. Permit Requirement: All pre -planned utility construction within public right-of-way, including drainage or other applicable easements, must have a Street Use Permit for Utility Construction ("Permit") prior to construction. A permit may also be required for any work on Texas Department of Transportation ("TxDOT") right-of-way that is located within the Fort Worth city limits. One (1) electronic copy of engineering plans must be received by the Director a minimum of ten (10) working days prior to anticipated construction (excludes emergency work). All plans for service connections must be received by the Director a minimum of five (5) working days prior to anticipated construction. An approved Permit will become void if construction has not begun within 30 calendar days after approval of the permit. If the work cannot begin within the specified time period, the permit holder must request an extension at least three (3) working days prior to expiration. All construction work authorized by the Permit must be completed by the time specified therein. if the work cannot be completed within the specified time period, the permit holder must request an extension at least three (3) working days prior to expiration. A copy of the Permit, including an approved Traffic Control Plan, and approved engineering plans (if applicable) shall be maintained at the construction site at all times. If any provisions of this policy are not followed, the Permit may be revoked. If a permit holder has not complied with the terms and conditions of this utility policy under a prior permit, new permits may be denied. Permit approval will specify the type of surface restoration required. A responsible representative with decision -making authority for the permit holder shall be on site at all times during active construction. 3. Emergency Repairs: Emergency repairs may be undertaken without first obtaining a permit, however, the utility company or contractor must inform the Director and shall apply for a Permit within 24 hours of the onset of the emergency and provide the City with a written detailed description of the emergency and the work performed, whether completed or ongoing, to remedy the situation. An emergency is defined as a situation presenting an imminent or actual hazard to personal or public health, safety or property. 4. Plans: Plans shall provide a cover sheet outlining the full limits and type of proposed work; requested number of working days; project point of contact name, 24-hour phone number, address; table of contents; complete legend; location of all trenches, directional bores, street right-of-way, curbs, driveway approaches, sidewalks, and landscaping. Information regarding irrigation systems, existing utilities, pull boxes, manholes, street light, traffic signal or other poles; and loop detectors including horizontal and vertical alignment of pipe sizes shall be provided to the extent necessary if it is determined that they may conflict with construction operations. Plans should clearly indicate if the utility is overhead or underground. Detailed drawings of the proposed utility installation should be provided, such as pipe size, number of inner -ducts, profile and other utility structures such as switch gear and transformers. The length and depth of all bores and trenches must be clearly indicated. The engineer's or plan preparer's name, license number (if applicable), and date the plans were finalized shall be on all plan sheets. Review copies shall be distributed to the Director of the Transportation and Public Works Department, Water 2 1 P a g e Department, Environmental Quality Division of the Code Compliance Department, and the Park and Recreation Department. Engineering plans shall also show the following: Transportation & Public Works Department 817-392-1234 Water Department 817-392-4477 Contact numbers should also be shown for the other agencies such as Texas Department of Transportation (TxDOT), railroads and gas pipeline companies, as appropriate. 5. Traffic Plan: One (1) electronic copy of the proposed Traffic Control Plan is required. This should be submitted by the permit requestor to the Director with and follow the same general format of the engineering plans in accordance with the latest edition of the Texas Manual of Uniform Traffic Control Devices (MUTCD). 6. Storm Water Pollution Prevention Plans and Grading Permits: Utility construction, including linear projects with a total land disturbance of 1.0 acre or greater or that are part of a common plan of development, must prepare a Storm Water Pollution Prevention Plan (SWPPP), obtain permit authorization under the Texas Commission on Environmental Quality (TCEQ) Construction General Permit, implement appropriate Best Management Practices (BMP) to minimize the discharge of pollutants into the Municipal Separate Storm Sewer System (MS4), and submit copies of the SWPPP & state storm water permit(s) to the Environmental Quality Division of the Code Compliance Department. See Chapter 12.5, Article X of the Fort Worth Code of Ordinances. Any project that disturbs 1.0 acre or greater or that is part of a common plan of development must obtain an approved City of Fort Worth grading permit prior to the disturbance of land. All disturbed areas of the project including construction zone, laydown or staging areas, spoils and stock piles, and parking areas must be considered in the determination of the total land disturbance. Projects that will disturb less than 1.0 acre do not require a SWPPP or grading permit, but are regulated by City Ordinance to minimize the discharge of pollutants into the MS4. See Chapter 12.5, Article IV, Division 1 of the Fort Worth Code of Ordinances. Trash, concrete cut slurry, boring mud and water must be captured and not allowed to enter the MS4. All disturbed areas must obtain final stabilization throughout the project. All temporary sediment and erosion controls shall be removed and the area cleaned after final stabilization has been achieved. 7. Deep Trenches: Any trenches must meet OSHA requirements including OSHA minimum safety systems and programs. 3 1 P a g e 8. Utility Locates: The contractor is responsible for obtaining utility locates under the Texas One -Call or DigTest (or equivalent) programs prior to construction, and for diligently utilizing the locate information during construction. Utility locates for City of Fort Worth owned utilities may be obtained from the following list: Transportation & Public Works Department 817-392-1234 Water Department 811 For City water and/or sewer pipes sixteen (16) inches in diameter or greater, field verification (hydro excavation) of the alignment and elevation must be performed prior to digging. Any exceptions to this requirement will require the approval of the Fort Worth Water Department Director or his/her designated representative. 9. Notification: 1. Prior to beginning construction on any block in the project, on a block -by -block basis, prepare and deliver a doorhanger or flier of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post doorhanger or flier 7 days and 1 day prior to beginning any construction activity on each block in the project area. b. Prepare doorhanger or flier with the template. Electronic versions of the sample doorhangers can be obtained from the City of Fort Worth Accela Citizens Access website. c. No construction will be allowed to begin on any block until the doorhanger or flier is delivered to all residents of the block. 2. In the event it becomes necessary to temporarily shut down water or wastewater service to residents or businesses during construction, prepare and deliver a doorhanger or flier of the pending interruption to the front door of each affected resident. a. Post doorhanger or flier 24 hours prior to the temporary interruption on each block in the affected area. b. Prepare doorhanger or flier with the template. Electronic versions of the sample doorhangers can be obtained from the City of Fort Worth Accela Citizens Access website. c. No interruption of water or wastewater service can occur until the doorhanger has been delivered to all affected residents and businesses. In addition, the contractor shall install a project identification sign on each end of the work site 48 hours in advance of the start of construction. The sign shall state the name and phone numbers as shown in FIGURE D019 UTILITY REPAIR DESIGNATION SIGN. 41Page 10. Coordination: The City reserves the right to coordinate and manage multiple traffic disruptions, including street and lane closures, and to delay or deny issuance of permits which unduly restrict traffic movement or for other public or private events near which the closure of streets for planned (not emergency) work would disrupt the event or the traffic associated therewith. C. Traffic Management The contractor must plan and execute the utility construction in a manner that minimizes the disruption of traffic and in accordance with the City of Fort Worth Traffic Engineering Manual. A maximum of one (1) lane ONLY may be closed for construction work in the downtown area and along arterials unless otherwise authorized by the Director. Work must be scheduled between the hours of 9:00 AM and 4.00 PM in the downtown and along arterials unless extended hours are authorized by the Director. Normal traffic flow will be maintained at all major intersections during peak hours without restriction. Work must be scheduled on all other streets between 7:00 AM and 6:00 PM unless extended hours are authorized by the Director. Adequate traffic control devices are to be installed and maintained in accordance with the approved Traffic Control Plan. The Director and/or his/her designee may require additional traffic control devices. D. Construction Requirement 1. Horizontal & Vertical Clearances: Where buried under roadway pavement, the facility being constructed must be at least 42 inches below top of pavement and should normally be placed under water, sanitary sewer and stormwater pipes; Within the parkway, a minimum depth of 24 inches from street grade shall be required. a. Stormwater Clearances: A minimum clearance of three (3) feet shall be maintained both horizontally and vertically for pipes and associated manholes and inlets. Where the utility crosses under a stream or other open channel, it shall be constructed a minimum of four (4) feet below the bottom of the streambed or channel, or more if improvements are planned by the City. If the utility passes over a stream or other open channel, it must be at least two (2) feet above the 100-year storm elevation and provide sufficient clearance for the passage of maintenance equipment underneath. The contractor must restore the right-of-way, including all public infrastructure, to equal or better condition than before the disturbance upon completion of the project. The utility shall coordinate with Stormwater Management - Planning to verify whether improvements are planned which might conflict with the utility's plans. Where the minimum clearances cannot be accommodated, less than the minimum clearance may be allowed at the discretion of the Stormwater Staff. b. Water, Wastewater, and Reclaimed Water Infrastructure: Horizontal and vertical clearances shall be in compliance with the City of Fort Worth Installation Policy and 5 1 P a g e Design Criteria for Water (Section 5.6), Wastewater (Section 6.5), and Reclaimed Water Infrastructure (Section 7.4). 2. Boring: Utilities installed longitudinally along the street may be bored or open cut. Utilities installed across the street shall be bored unless otherwise authorized by the Director. 3. Trench Design Standard: Dimensions and materials for open trenches shall conform to the City of Fort Worth Standard Specification Document. Steel plates must be used to cover a trench temporarily. See FIGURE D018 STEEL. PLATE PLACEMENT FOR TRENCH REPAIRS. 4. Driveways: It is preferred to bore under all driveways. If open trench methods are used, all areas disturbed must be restored to equal or better condition prior to demobilizing from the site. 5. Trees and Landscaping: Ail work performed under this policy shall be in accordance with the City of Fort Worth's Code of Ordinances, Chapter 33: Trees, Shrubs, etc. The contractor must restore any damage to trees, shrubs and other landscaping in the right of way or easement. For new construction or total reconstruction of the roadway, - manholes must be placed outside of the drip line of a tree or 15 feet from the tree trunk, whichever is greater. Trees that are adjacent to the workspace and within the right of way and parkway will require tree protection fencing at the dripline and all the way around to restrict activity inside, keeping the root zone from being compacted by equipment and reducing the potential for damage to the trunk. Boring, rather than an open trench, must be used within the drip line of a tree. Variations to the tree and landscaping requirements shall be approved by the City Forester. 6. Pavement Surface Restoration: In order to maintain an acceptable riding surface on the street, the utility company, developer, or contractor shall replace the pavement surface according to the age, Pavement Condition Index (PC[) and type of the pavement. Backfill and compaction testing in accordance with the City of Fort Worth Standard Specification 33 05 10 may be followed in lieu of flowable fill. However, flowable fill is required to backfill all trenches in downtown streets. Any damage to the street surface caused by the utility construction project, including damage related to staging operations and material storage, must be properly repaired at the contractor's expense. Replacement of pavement shall adhere to the following guidelines: Now Pavement If a utility company, developer, or contractor desires or is required to cut the street within the first two (2) years of construction or reconstruction, the entity must receive approval from the Director. For concrete streets less than two (2) years old, effective June 1, 2019, the entity must replace each whole slab with flowable fill, High Early Strength (HES) concrete according to City Specification 31 13 13 or better, and meet a 12-foot 6 1 P a g e straightedge requirement with a maximum allowable deviation of '/4 inch. For asphalt streets less than two (2) years old, effective October 1, 2019, the entity must mill and overlay the existing asphalt a minimum of two (2) inches using a paving machine from curb to curb and block to block. Concrete Pavement: Effective June 1, 2019 2 years to 10 years or greater than 85 PCI Entire Panel More than 10 years and less than 85 PCI Entire Panel with some exceptions Partial panel replacement of concrete pavement more than ten (10) years old and less than 85 PCI, may be allowed, if the panel is larger than 20 feet. The partial panel replaced shall be equal to a half panel and the remaining half panel must be intact without any identifiable damage as shown in FIGURE 320129-DO20 PARTIAL PANEL CONCRETE REPLACEMENT. Asphalt Pavement. Effective October 1, 2019 2 to 10 years or greater than 85 PCI More than 10 years and less than 85 PCI Overlay half of pavement, curb to centerline, for 50 feet in length Overlay 1 lane width (approximately 12') for 30 feet in length If a street is scheduled for construction start within 6 months and programmed for total reconstruction under a Capital Improvement Program or resurfacing under a Street Maintenance Program, permanent trench repair is acceptable. 7. Other City Property: The permit holder is responsible for reimbursing the City for the cost of replacing any signal cabinet controllers, light and/or traffic signal poles, wiring or conduit, pavement markings, sprinkler systems, landscaping or any other City property, damaged during construction. 8. Emergency Utility Breaks and New Utility Service (Spot Repairs): Pavement surface restoration for concrete streets must follow guidelines in Item D6 above and applicable city standard specifications. All such repair of asphalt streets shall use the T- cut method to cut back and have a minimum rectangular size of 10 by 10 feet. Irregular shapes shall not be permitted. The four sides of the cut shall be neatly sawed without rough edges. The rectangular area will be extended to the edge of the gutter as needed to avoid a cut surface within five (5) feet of edge of the gutter. Any remaining asphalt pavement between spot repairs must be a minimum of ten (10) feet in all directions, see FIGURE 320117-DO21 PARTIAL ASPHALT REPLACEMENT. All emergency temporary repairs will be constructed to permanent base and pavement repair within 14 calendar 71 Pa:�e days and mill and overlay within 60 calendar days of permit issuance unless otherwise authorized by the Director. 9. Manholes, Vaults, and Valve Boxes: For new construction or total reconstruction of the roadway, manholes and vaults in the street pavement must be located mid -lane between the tire path and be flush with the pavement. Valve boxes must be flush with the pavement. 10. Splice Pits: Construction shall be scheduled in such a manner that all splice pits shall be backfilled within ten (10) working days unless otherwise authorized by the Director. 11. Inspection: All trench repair and pavement restoration must be in accordance with the City of Fort Worth Standard Specification. All work shall be subject to inspection by Transportation and Public Works personnel. E. Project Completion Red -line drawings/field notes must be furnished 30 calendar days after completion of each construction segment. Record ("as -built") Drawings must be provided within 30 calendar days after time of final completion of the project. Submissions shall be provided in portable document format (PDF). F. Drawings FIGURE 320117-D520 TRENCH REPAIR HMAC PAVEMENT FIGURE 320129-D521 TRENCH REPAIR REINFORCED CONCRETE PAVEMENT FIGURE 321416-D522 TYPICAL BRICK SURFACE & REINFORCED CONCRETE BASE FIGURE D01 S STEEL PLATE PLACEMENT FOR TRENCH REPAIRS FIGURE D019 UTILITY REPAIR DESIGNATION SIGN FIGURE 320129-D020 PARTIAL PANEL CONCRETE REPLACEMENT FIGURE 320117-D021 PARTIAL ASPHALT REPLACEMENT 8 1 P a g e 3 R_ % LLJ 0 2 « O � O U / Z LLI m w m Z:) 2 2 O w 0 D y R m 2 O Q « m 2 O � Q m g ul CL « O � O 2 / m 2 w � � � O L ± O � is Er §/ 22§ 6 \ ® o g A \ \ \ § � � w & m r / < « m G « $ m \ / < Cl. _§ o « = g u 3 y o a �z T /} } \ w \ / § F-a- o5E m a R 9 � \ � F-W, / � & ! j \ j § & � § } \ j § \ ) , z � � W � 2 z Z � 2 O � � C) U m m Z: 4 U � � IN WN 3 ƒ z k / LL a A O U CL < cn J � & \ m = q � 3 3 2 � O g 0 / � « \ LL O ® U 0 « o § 2� %L. 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Z W U) CL b� z w 0 w 2 z z 0 0 0 0— rY,- CL i Z W 1 ® w � II ii uryZ 7 rZ 0 N O CD Q 6 w _LO 63 Q a d Q >- Od 0 w z w 0 0 w ocf LO C1 OR 32 16 13- 1 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 1 of6 1 SECTION 32 16 13 2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS 3 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Concrete Curbs and Gutters 8 2. Concrete Valley Gutters 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. Addition of 1.2A.I.c.3), making HMAC Transition as required for installation of 11 curb and gutter subsidiary to the price bid for curb and gutter. 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 02 41 13 - Selective Site Demolition 16 4. Section 32 13 13 - Concrete Paving 17 5. Section 32 13 73 - Concrete Paving Joint Sealants 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Concrete Curb and Gutter 21 a. Measurement 22 1) Measurement for this Item shall be by the linear foot of Concrete Curb and 23 Gutter. 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under "Measurement" will be paid for at the unit 27 price bid per linear foot of Concrete Curb and Gutter complete and in place 28 by curb height. 29 c. The price bid shall include: 30 1) Preparing the subgrade 31 2) Furnishing and placing all materials, including foundation course, 32 reinforcing steel, and expansion material 33 3) R AC ttansitios $s 1equired per Cily off oil Worth detail D534 34 2. Concrete Valley Gutter 35 a. Measurement 36 1) Measurement for this Item shall be by the square yard of Concrete Valley 37 Gutter. 38 b. Payment CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 05, 2016 32 16 13-2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 2 of 6 1 I) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" will be paid for at the unit 3 price bid per square yard of Concrete Valley Gutter complete and in place 4 for: 5 a) Various street types 6 c. The price bid shall include: 7 1) Preparing the subgrade 8 2) Furnishing and placing all materials, including foundation course, 9 reinforcing steel, and expansion material 10 1.3 REFERENCES [NOT USED] 11 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 12 1.5 ACTION SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALSANFORMATIONAL 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 CONDITIONS 19 A. Weather Conditions: See Section 32 13 13. 20 1.12 WARRANTY [NOT USED] 21 PART 2 - PRODUCTS 22 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 23 2.2 EQUIPMENT AND MATERIALS 24 A. Forms: See Section 32 13 13. 25 B. Concrete: 26 1. Unless otherwise shown on the Drawings or detailed specifications, the standard 27 class for concrete curb, gutter, and curb & gutter is shown in the following table: 28 29 Standard Classes of Pavement Concrete 30 31 Class of Minimum 28 Day Min. Maximum Course Concrete Cementitious, Compressive Water/ Aggregate Lb./CY Strength Cementitious Maximum psi Ratio Size, inch A 470 3000 0.58 1-1/2 C. Reinforcement: See Section 32 13 13. D. Joint Filler CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 05, 2016 32 16 13-3 CONCRETE CURB AND GUI-I'ERS. AND VALLEY GUTTERS Page 3 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 the Drawings. 6 d. Include two liners of 0.016 asphalt impregnated krafl 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. 9 2.3 ACCESSORIES [NOT USED] 10 2.4 SOURCE QUALITY CONTROL [NOT USED] 11 PART 3 - EXECUTION 12 3.1 INSTALLERS [NOT USED] 13 3.2 EXAMINATION [NOT USED] 14 3.3 PREPARATION 15 A. Demolition / Removal: See Section 02 41 13, 1.6 3.4 INSTALLATION 17 A. .Forms 18 1. Extend forms the full depth of concrete. 19 2. Wood forms: minimum of 1-1/2 inches in thickness 20 3. Metal Forins: a gauge that shall provide equivalent rigidity and strength 21 4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet. 22 5. All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be 23 rejected. 24 B. Reinforcing Steel 25 1. Place all necessary reinforcement for City approval prior to depositing concrete. 26 2. All steel must be free from paint and oil and all loose scale, rust, dirt and other 27 foreign substances. 28 3. Remove foreign substances from steel before placing. 29 4. Wire all bars at their intersections and at all laps or splices. 30 5. Lap all bar splices a minimum of 20 diameters of the bar or 12 inches, whichever is 31 greater. 32 C. Concrete Placement 33 1. Deposit concrete to maintain a horizontal surface. 34 2. Work concrete into all spaces and around any reinforcement to form a dense mass 35 free from voids. 36 3. Work coarse aggregate away from contact with the forms 37 4. Hand -Laid Concrete — Curb and gutter CITY OF FORT WORTI I [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 05, 2016 321613-4 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 4 of 6 I a. Shape and compact subgrade to the lines, grades and cross section shown on the 2 Drawings. 3 b. Lightly sprinkle subgrade material immediately before concrete placement. 4 c. Deposit concrete into forms. 5 d. Strike off with a template 1/4 to 3/8 inch less than the dimensions of the 6 finished curb, unless otherwise approved. 7 5. Machine -Laid Concrete Curb and Gutter 8 a. Hand -tamp and sprinkle subgrade material before concrete placement. 9 b. Provide clean surfaces for concrete placement. 10 c. Place the concrete with approved self-propelled equipment. 11 1) The forming tube of the extrusion machine or the form of the slipform 12 machine must easily be adjustable vertically during the forward motion of 13 the machine to provide variable heights necessary to conform to the 14 established gradeline. 15 d. Attach a pointer or gauge to the machine so that a continual comparison can be 16 made between the extruded or slipform work and the grade guideline. 17 e. Brush finish surfaces immediately after extrusion or slipforming. 18 6. Hand -Laid Concrete Concrete Valley Gutter. See Section 32 13 13. 19 7. Expansion joints 20 a. Place expansion joints in the curb and gutter at 200-foot intervals and at 21 intersection returns and other rigid structures. 22 b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and 23 pavement joints to a depth of 1-1/2 inches. 24 c. Place expansion joints at all intersections with concrete driveways, curbs, 25 buildings and other curb and gutters. 26 d. Make expansion joints no less than 1/2 inch in thickness, extending the full 27 depth of the concrete. 28 e. Make expansion joints perpendicular and at right angles to the face of the curb. 29 f. Neatly trim any expansion material extending above the finished to the surface 30 of the finished work. 31 g. Make expansion joints in the curb and gutter coincide with the concrete 32 expansion joints. 33 h. Longitudinal dowels across the expansion joints in the curb and gutter are 34 required. 35 i. Install 3 No. 4 round, smooth bars, 24 inches in length, for dowels at each 36 expansion joint. 37 j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that 38 provides a minimum of I inch free expansion. 39 k. Support dowels by an approved method. 40 D. Curing: see Section 32 I3 13. 41 3.5 REPAIR/RESTORATION [NOT USED] 42 3.6 RE -INSTALLATION [NOT USED] 43 3.7 FIELD QUALITY CONTROL 44 A. Inspections 45 1. Steel reinforcement placement 46 2. Headed bolts and studs CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 05, 2016 32 16 13 - 5 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 5 of 6 1 3. Verification of use of required design mixture 2 4. Concrete placement, including conveying and depositing 3 5. Curing procedures and maintenance of curing temperature 4 B. Concrete Tests: Perform testing of fresh concrete sample obtained according to 5 ASTM C172 with the following requirements: 6 1. Testing Frequency: Obtain 1 fresh concrete sample for each day's pour of each 7 concrete mixture exceeding 5 cubic yard, but less than 150 cubic yard, plus 1 set for 8 each additional 150 cubic yard or fraction thereof. 9 2. Slump: ASTM C143; 1 test at point of placement for each concrete sample, but not 10 less than I test for each day's pour of each concrete mixture. Perform additional I 1 tests when concrete consistency appears to change. 12 3. Air Content: ASTM C231, pressure method, for normal -weight concrete; 1 test for 13 each sample, but not less than 1 test for each day's pour of each concrete mixture. 14 4. Concrete Temperature: ASTM C1064; 1 test for each concrete sample. 15 5. Compression Test Specimens: ASTM C31. 16 a. Cast and laboratory cure 3 cylinders for each fresh concrete sample. 17 1) Do not transport field cast cylinders until they have cured for a 18 minimum of 24 hours. 19 6. Compressive -Strength Tests: ASTM C39; 20 a. Test 1 cylinder at 7 days. 21 b. Test 2 cylinders at 28 days. 22 7. Upload test results into Buzzsaw within 48 hours of testing. Reports of 23 compressive -strength tests shall contain Project identification name and number, 24 date of concrete placement, name of concrete tester and inspector, location of 25 concrete batch in Work, design compressive strength at 28 days, concrete mixture 26 proportions and materials, compressive breaking strength, and type of break for 27 both 7- and 28-day tests. 28 8. Additional Tests: Additional tests of concrete shall be made when test results 29 indicate that slump, air entrainment, compressive strengths, or other City 30 specification requirements have not been met. The Lab Services division may 31 conduct or request tests to determine adequacy of concrete by cored cylinders 32 complying with ASTM C42 or by other methods as directed by the Project 33 Manager. 34 a. When the strength level of the concrete for any portion of the structure, as 35 indicated by cylinder tests, falls below the specified requirements, provide 36 improved curing conditions and/or adjustments to the mix design as required to 37 obtain the required strength. If the average strength of the laboratory control 38 cylinders falls so low as to be deemed unacceptable, follow the core test 39 procedure set forth in ACI 301, Chapter 17. Locations of core tests shall be 40 approved by the Project Engineer. Core sampling and testing shall be at 41 Contractors expense. 42 b. If the results of the core tests indicate that the strength of the structure is 43 inadequate, any replacement, load testing, or strengthening as may be ordered 44 by the Project Engineer shall be provided by the Contractor without cost to the 45 City. 46 9. Additional testing and inspecting, at Contractor's expense, will be performed to 47 determine compliance of replaced or additional work with specified requirements. CITY OF FORT WORTH [Insert Proicct Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 05, 2016 321613-6 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 6 of 6 1 10. Correct deficiencies in the Work that test reports and inspections indicate does not 2 comply with the Contract Documents. 3 3.8 SYSTEM STARTUP [NOT USED] 4 3.9 ADJUSTING [NOT USED] 5 3.10 CLEANING [NOT USED] 6 3.11 CLOSEOUT ACTIVITIES [NOT USED] 7 3.12 PROTECTION [NOT USED] 8 3.13 MAINTENANCE [NOT USED] 9 3.14 ATTACHMENTS [NOT USED] 10 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A.2. Modified payment item to vary by street type 10/0512016 Z. Arega Added Subsection 2.2.B.I and Subsection 3.7 CITY OF FORT WORTH llnsert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 05, 2016 SP 34 71 13.01 TRAFFIC CONTROL Page 1 of4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL For this Project, the Standard Specification 34 71 13 for Traffic Control (dated 11/22/2013) is amended with respect to the clauses cited below. No other clauses or requirements of this Standard Specification are waived or changed. Delete section 1.1. from Standard Specification 34 71 13 and replace with: 1.1 SUMMARY B. Installation of Traffic Control Devices and preparation of Traffic Control Plans, including moving, replacing, maintaining, cleaning and removing upon completion of the work, all temporary or permanent street closure barricades, signs, cones, lights or other devices required to handle traffic in conformance with the current edition of the Texas Manual of Uniform Traffic Control Devices and as indicated on the Drawings or directed by the Engineer or designated City representative. C. Deviations from this City of Fort Worth Standard Specification 1. As outlined in this Special Provision to Standard Specification 34 71 13. D. Related Specifications Sections include, but are not limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements Delete paragraph 1.2. from Standard Specification 34 71 13 and replace with: 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Installation of Traffic Control Devices a. Measurement 1) Traffic Control Devices for the project will be measured per month throughout the project duration regardless of the number of setups, locations or streets under construction. b. Payment 1) The work performed and ]materials furnished in accordance with this Item and measured, as provided under "Measurement," shall be paid for at the unit price bid for "Traffic Control" under each Unit of Work (Water, Sewer, Paving, etc). No additional compensation is made for (materials, equipment or labor required for this Item. CITY OF PORT WORTH 2O18 CIP Year 2, Contract 15 DATE: ?9t'?P??4? CPN 101476 SP 34 71 13.01 TRAFFIC CONTROL Page 2 of 4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL 2) No more than one month may be charged during the same 30 day period of a contract. Projects with multiple crews performing concurrent Units of Work (Water, Sewer, Paving, etc) will be paid for I (one) month total, under the contractor's selected unit. The selected unit must have had active work during that period. 3) The months for each Unit of Work will be approximated for bidding and can be adjusted during construction as the work progresses according to the Contractor's schedule. The Contractor's schedule shall reflect the project being complete within the project duration set by the contract. c. The work performed under this Item shall include, but not be limited to: 1) Traffic Control implementation 2) Installation 3) Maintenance 4) Adjustments 5) Replacements 6) Removal 7) Police assistance during peak hours d. Traffic Control Plan Changes: 1) Contractor driven changes to the sequencing, resources, or location of traffic control activities do not warrant additional cost for traffic control. 2) City requested changes to the scope or sequencing can be submitted as a change order with supporting documentation for review by the City. 3) During periods of inactivity the contractor must provide supporting documentation that additional traffic control was required based on current site conditions and was present at the site. 2. Portable Changeable Message Board Signs a. Measurement 1) Portable Changeable Message Board Signs for the project shall be measured per week regardless of the number of set-ups, locations or streets under construction. b. Payment 1) The work performed and materials furnished in accordance to this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per week for "Portable Message Sign". c. The price bid and work performed under this Item shall include, but not be limited to: 1) Delivery of Portable Message Sign to Site 2) Message updating 3) Sign movement throughout construction 4) Return of the Portable Message Sign post -construction 3. Preparation of Traffic Control Plans or details if not provided on the Drawings and applicable City Standard Traffic Control Detail is available at: CITY OF PORT WORTH DATE: ' 7/0„"'?T? 2018 CIP Year 2, Contract 15 CPN 101470 SP 34 71 13.01 TRAFFIC CONTROL Page 3 of SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL http://fortworthtexas. gov/upl oadedFiles/Transportati on_and_Publie—Wor ks/Permits/TraffieContro lPlans.pdf a. Measurement 1) Traffic Control Plans for the project shall be measured throughout the contract time period and furnished by the Contractor. b. Payment 1) The work performed and materials famished in accordance with this Item shall be subsidiary to the unit price bid for "Traffic Control". c. The work performed under this item shall include, but not be limited to: 1) Preparing the Traffic Control Plans 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices (TMUTCD) 3) Obtaining the signature and seal of a licensed Texas Professional Engineer for all Traffic Control Plans submitted to the City. 4) Incorporation of City comments Delete paragraph 1.5.13, D, E and G from Standard Specification 34 71 13 and replace with: 1.5 SUBMITTALS B. Obtain a Street Use Permit from the Street Management Section of the Traffic Engineering Division, 311 W. 1 Oth Street. The Traffic Control Plan (TCP) for the Project shall be as detailed on the Traffic Control PIan sheets of the Drawing set if provided. A copy of the Traffic Control Plan shall be submitted with the Street Use Permit and upon approval uploaded to the City's BIM360 project page as a submittal. D. Contractor shal I prepare Traff e Control Plans if required by the Drawings or Specifications. The Contractor will be responsible for having a licensed Texas Professional Engineer sign and seal the Traffic Control Plan sheets. Contractor, at his or her expense, shall prepare and submit for approval Traffic Control Plans where Contractor wishes to deviate from the approved set of Traffic Control plans if provided in the construction documents. E. Lane closures (including moving operations) that require a lane to be closed to through traffic for 24 hours or longer shall require a site -specific traffic control plan. G. Design Engineer will furnish standard details for traffic control. These are guidance and are not sufficient for a site specific traffic control plan for lane closures over 24 hours. Delete paragraph 1.5.G from Standard Specification 34 71 13. Delete paragraph 3.3.K from Standard Specification 34 71 13 and replace with: CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 DATE ??/°`1/:?"9? CPN 101476 SP 34 71 13.01 TRAFFIC CONTROL_ Page 4 of 4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 TRAFFIC CONTROL 3.3 INSTALLATION K. Contractor shall make arrangements, at his or her expense, for police assistance to direct traffic if traffic signal turn-ons, street light pole installation, or other construction will be done during peak traffic times (AM: 7 am — 9 am, PM: 4 pm - 6 pm). CITY OF FORT WORTH DATE 2018 CIP Year 2, Contract 15 CPN 101476 APPENDIX GC-4.01 Availability of Lands: None GC-4.02 Subsurface and Physical Conditions: Exploratory Excavation Sheets, Street Coring Report GC-4.04 Underground Facilities: None GC-4.06 Hazardous Environmental Condition at Site: None GC-6.06.13 Minority and Women Owned Business Enterprise Compliance: MBE Good Faith Effort Form MBE Joint Venture Form MBE Prime Contractor Waiver Form MBE Special Instructions Form MBE Subcontractor -Supplier Utilization Form GC-6.07 Wage Rates. - Wage rate Table GC-6.09 Permits and Utilities: None GC-6.24 Nondiscrimination: None GR-01 60 00 Product Requirements: Standard Products List CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICA-rION DOCUMENTS CPN 101476 Revised July I, 2011 GC-4m02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O18 CIP Year 2, Contract IS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 ���TEST HOLE RATA SHEET R-1 Quality LEVEL "A" PROJECT: 14727.00 4100 SPRING VALLEY RD, STE.1001 SHIELD UTILITY INVESTIGATIONS DALLAs,Tx7s244 VARIOUS LOCATIONS 0:972-392-9092 F: 972-392-9192 FIRM NO. PA373 I TBPLS 101633-00 FORT WORTH, TEXAS i PLAN VIEW N. T. S. I i I N -------------------� I — -- — — -----— - Ave G TH #T CONCRETE 3. 16 FT i —27" RCP (Storm) J, TEST HOLE NO.:y1OI 77 Aw .}n r II ! PROJECT CONTROL: BENCHMARK INFORMATION: "AII survey data is based on Global Positioning Satellite (GPS) Systems observations, utilizing Allterro's Local Reference Network (LRN). Coordinates are on the Texas State Plane Coordinate System, North Central Zone (4202), r with horizontal data tied to the North American Datum of 1983 (NAD'83), 2011 adjustment, and the vertical datum tied to the North American Vertical Datum of 1988 (NAVD'138), Geoid 12B." I SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 6' N OF AVE G APPARENT ROW CL & APPROX. 4' E OF WALLACE ST APPARENT ROW CL UTILITY STATION/OFFSET: N/A LEGEND NORTHING: 6950658.08 EASTING: 2346970.00 GROUND ELEVATION: 631.11 ci,Vi :;'' Storm (OL-D) FIELD MANAGER: ROBERT GODBOLT DATE OF WORK: 02/13/2020 Test Hole UTILITY INFORMATION DESCRIPTION: LOCATED 27" RCP (STORM) O Utility Profile UTILITY OWNER: CITY OF FORT WORTH UTILITY TYPE: STORM UTILITY SIZE: 27" T.O.U. - 627.95 UTILITY MATERIAL: RCP UTILITY CONDITION • UTILITY CROSS-SECTION VIEW SURFACE MATERIAL: CONCRETE N. T. S. SOIL CONDITIONS: SAND Jill& aji ®���EraaaF AW ina9� <� �i. 000'leeaaaeeeaoaaaaseaaesiou KELLY C. MONCRIEF aaasraareeeem00000000%000 4: 96712 to-, �'3)13J2a2a 3/13/2020 1:20:02 PM a d 0 TEST HOLE NO.:02 TEST HOLE DATA SHEETCMADO PROJECCTT OliLEVEL "0 PR: 1 4727, 00 ' 4100SPRINCVALLEY RD,STE.1001 SHIELD UTILITY INVESTIGATIONS DTx75z44 VARIOUS LOCATIONS 0: 972-392-9092 -9092 F: 972-392-9192 FIRM NO. F-4373 I TBFLS 101633-00 FORT WORTH, TEXAS PLAN VIEW 11. j N. T. S. l N j I 1 PROJECT CONTROL: BENCHMARK INFORMATION: "All survey data is based on Global Positioning >> Satellite (GPS1 Systems observations, utilizing Wilkinson Ave A I I terro's Local Reference Network (LRN). T H 2 Coordinates are on the Texas State Plane Coordinate System, North Central .Zone 1420Z), with horizontal data tied to the North American --- l j-—-•—------ — -- —- -- Dotw of 1983 (NA6'831, 2011 adjustment, end the vertical datum tied to the North American p I Vertical Datum of 1988 (NAW 1381, Geoid 12B." l j SURFACE ADJUSTMENT FACTOR: GRID ' 6 i VERTICAL DATUM: NAVD88 ! LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 3' N OF WILKINSON AVE APPARENT ROW CL & APPROX. 29' 1 OF SANBORNE ST APPARENT ROW CL UTILITY STATION/OFFSET: N/A ASPHALT LEGEND NORTHING: 6956041.61 1 LASTING: 2342218.75 GROUND ELEVATION: 602.25 �---/r—--�--�, 'zTt�41 (1�3 - Storm (OL-D) FIELD MANAGER: ROBERT GODBOLT DATE OF WORK: 02/13/2020 3.00 FT Test Hole UTILITY INFORMATION DESCRIPTION: LOCATED 21" RCP (STORM) -_—___ .r______ O Utility Profile r. UTILITY OWNER: CITY OF FORT WORTH "-21 " RCP (Storm) UTILITY TYPE: STORM UTILITY SIZE: 21" T.O.U. = 599.25 UTILITY MATERIAL: RCP UTILITY CONDITION: MODERATE UTILITY CROSS-SECTION VIEW SURFACE MATERIAL: ASPHALT N. T. S. SOIL CONDITIONS: CLAY & ROCK y •x El Z ..��5+ : GGOF IN GpGP1GGGFL ,5 S �O�ODOG��O�000����6e�fO� KELLY C. MONCRIE1 LL! gd save GG G G G GGGGGGGGG GG• GGG o� 96712 ��� G CENSE�G��®® �G �GGGGCGGo G � l * ® A 3/13/2020 1.20:05 PM TEST HOLE NO.:03 TEST HOLE DATA SHEET CRIADO Quality LEVEL "A" PROJECT: 14727.00: 4 41UOSPRING VALLEYRD,sTE.1001 SHIELD UTILITY INVESTIGATIONS nALLAS,TX75244 VARIOUS LOCATIONS 0:972-392-9092 F:972-392-9192 FIRM NO, F-4373 I TBPLS 101633-00 FORT WORTH, TEXAS 6� PLAN VIEW i 100` F `mac . I N. T. S. 'Fe PROJECT CONTROL: Ln �'-� BENCHMARK INFORMATION: ` "All survey data is based on Global Positioning Satellite (GPS) Systems observations, utilizing Allterro's local Reference Network (LRN). _ . _ .. — . _ — . _ — _ _ _ _ _ _ _ Coordinates are on the Texas State P I ane T H # 3 Coordinate System, North Centrol Zone (4202), with horizontal data tied to the North American $IeIIQ Ave - C'r=, 11 Datum of 1983 (NA0'83), 20)1 adjustment, and the vertical datum tied to the North American Vertical Datum of 1988 (NAVD'88), Geoid 128." — -------------- \ SURFACE ADJUSTMENT FACTOR: GRID I VERTICAL DATUM: NAVD88 �. LOCATION: (PER TARRANT COUNTY CIS PARCEL MAP) APPROX. 3' S OF STELLA AVE APPARENT ROW CL & D APPROX. 19' E OF S VIRGINIA ST APPARENT ROW CL UTILITY STATION/OFFSET: N/A ASPHALT & GRAVEL LEGEND NORTHING: 6954569.55 1 EASTING: 2334265.27 o GROUND ELEVATION: 571.44 -ST;v,' f - Storm (OL-D) FIELD MANAGER: ROBERT GODBOLT = DATE OF WORK: 02/14/2020 1.63 FT Test Hole UTILITY INFORMATION DESCRIPTION: LOCATED CONCRETE CAP o 54' RCP (STORM PER RECORDS)(NOT EXPOSED) Uti I ity Profile O o UTILITY OWNER: CITY OF FORT WORTH - orP p4 Depth and Limits of UTILITY TYPE: CONCRETE CAP N Concrete Cap Unknown *Refers to Concrete UTILITY SIZE: N/A T,O.U. _ *569.81 f`'-54" RCP (Storm per Records) UTILITY MATERIAL: CONCRETE CAP j' f (Not Exposed) UTILITY CONDITION: N/A UTILITY CROSS-SECTION VIEW SURFACE MATERIAL: ASPHALT S GRAVEL N. T. S, SOIL CONDITIONS: CLAY & ROCK D r-r, OF low ' OAF C � ; r eoe�enL e.ealaoeNeaelEF.rA CE i;e6\ 4W a }:-r" " 3113%202C3 3/13/2020 1:20: 07 PM TEST HOLE NO.:O0 C4 R T TEST HOLE DATA SHEET I ?, 1LJ` ��AD Quality LEVEL "A" - PROJECT: 14727. 00 4100SPRWGVALLEY n,STB.1001 SHIELD UTILITY INVESTIGATIONS D-9092 T%75244 0:972-392-9092 F:VARIOUS LOCATIONS FIRM NO. F-4373 I TBPLS lol633-00 FORT WORTH, TEXAS F TN #4 J s J I PROJECT CONTROL: I ' BENCHUARK INFORMATION: "AII survey dot is based on Global Positioning Satellite (GPS) Systems observations, utilizing I V Allterra's Local Reference Network (LRN). Coordinofes are on the Texas State Plane I m Coordinate System, North Central Zone 14202), LQ with horizontal data tied to the North American Dotuo of 1983 (NAD'83), 2011 adjustment, and J the vertical datum tied to the North American Vertical Datum of 1988 1NAVD'881, Geoid 12B." L-- —-• —- --- — - - — - - — _ . — _ . — _ — - _ — - . _ _ _ SURFACE ADJUSTMENT FACTOR: GRID PLAN VIEW E Vickery Blvd VERT I CAL DATIAI: WAVD88 N . T . S . LOCATION: {PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 304' N OF E VICKERY BLVD APPARENT RON CL 9 0 APPROX. 17' W OF ESSEX ST APPARENT RON CL UTILITY STATION/OFFSET: N/A ASPHALT LEGEND NORTHING: 6953135.69 1 FASTING: 2340354.86 GROUND ELEVATION: 573.03 'ter G f,_ Gas (OL-D) FIELD MANAGER: ROBERT GOpBOLT = DATE OF WORK: 02/13/2020 4. 87 FT Test Hole UTILITY INFORMATION DESCRIPTION: LOCATED 2.5" POLY (GAS) __ __oly {Gas) O Uti 1 ity Profile UTILITY OWNER, ATMOS 0 2.5' P UTILITY TYPE: GAS UTILITY SIZE: 2.5-1 T.O.U. 568.16 0 a UTILITY MATERIAL: POLY UTILITY CONDITION: MODERATE c UTILITY CROSS—SECTION VIEW SURFACE MATERIAL: ASPHALT } N. T. S. * TH BOARD MISLABELED SOIL CONDITIONS; SAND .e wry- OF T �� ®@Q� a.o.awoo I * Yii1111,,i J } $i -�¢yy, - ®••rrrrrrrrrrrrre•oa••iao.� '• .a.� ��•",}�e'!4.;,ir 1'I ; eneEnonon..C000a0aorCRiI$000 96712 a - 31l3J2420 3/13/2020 1:20:10 PM FORTWORTH. City of Fort Worth Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd ##300 Fort Worth, TX 76116 Laboratory Test Results for A Street Coring Project 4/12/19 Project: 2018 CIP YR 2 Contract 15 and YR 3 Contract 16 CPN# 101476 Date Tested: 3/26/19-4/9/19 Requested by : Tony Sholola Phone: 817-392-7920 This report presents the results of a street coring project for (2018 CIP YR 2 Contract 15 and YR 3 Contract 16). Mr. Uday Bangale performed the cores, and subgrade lab tests. Mr. Zelalem Arega reviewed and approved the results. Vickery Blvd to Camila St HOLE # I LOCATION: 70' N of E Vickery Blvd (E/4) 1.50" HMAC 7.00" Concrete (5183 psi) 8.50" Brown Clay ATTERBURG LIMITS: LL: 54.0 PL: 22.2 PI: 31.8 SHRKG: 19% HOLE 4 2 LOCATION: 700 Essex St (W/4) I.50" HMAC 7.50" Concrete (4538 psi) 9.00 " Brownish Gray Clay w/Gravel ATTERBURG LIMIT'S: LL: PL: PI: SHRKG: TOLE # 3 LOCATION: 613 Essex St (E/4) 1.75" HMAC 5.25" Concrete (5272 psi) 1.0.50" Brownish Gray Clay ATTERBURG LIMITS: LL: 43.5 PL: 19.6 PI: 23.9 SHRKG: 15% Page I of 4 FORT WORTH. HOLE # 4 LOCATION: 500 Essex St (W/4) 6.00" HMAC 11.00" Reddish Brown Sand City of Fort Worth Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd #300 Fort Worth, TX 76116 ATTERBURG LIMITS: LL: PL: PI: SHRKG: N Ayers Ave (Meadow Brouk Dr, to Mi. Vernon Ave HOLE # 5 LOCATION: 2509 N Ayers Ave (EA) 0.50" HMAC 8.50" Brown Clay w/Gravel & Stone 6.00" Pale Brown Sandy Clay w/Gravel ATTERBURG LIMITS: LL: 33.7 PL: 16.3 PI: 17.4 SHRKG: 9% HOLE # 6 LOCATION: 2605 N Ayers Ave (W/4) 3.00" HMAC 6.00" Concrete (5880 psi) 6.00" Brown Sandy Clay w/Gravel & Stone ATTERBURG LIMITS: LL: 44.6 PL: 21.3 PI: 23.3 SHRKG: 14% Wilson Rd Meadow Brook Ili. Ise Gmwilee St) HOLE # 7 LOCATION: 2309 Wilson Rd (W/4) 2.00" IIMAC 8.00" Brown Sandy Clay w/Gravel & Asphalt 8.00" Yellowish Brown Clay ATTERBURG LIMITS: LL: 53.9 PL: 22.1 PI: 31.8 SHRKG: 17% HOLE # 8 LOCATION: 2409 Wilson Rd (E/4) 1.25" HMAC 2.75" Gravel w/Brown Sand 5.50" Gravel w/Brown Sandy Clay 8.00" Brownish Grav Clav Phone: 817-392-7920 Page 2 of 4 FORTWORTH. City of Fort Worth Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd #300 Fort Worth, TX 76116 HOLE # 9 LOCATION: 26' S Norma St (W/4) 8.00" HMAC 8.00" Brownish Gray Clay ATTERBURG LIMITS: LL: 62.7 PL: 24.2 PI: 38.5 SIIRKG: 20% HOLE # 10 LOCATION: 2520 Wilson Rd (E/4) 1.75" HMAC 8.25" Gravel w/Brown Clayey Sand 7.50" Brown Clay w/Gravel ATTERBURG LIMITS: LL: PL: Pl: SHRKG: HOLE # 1.1 LOCATION: 2621 Wilson Rd (W/4) 7.50" HMAC 3.00" Yellowish Brown Sandy Clay w/Gravel 6.00" Brownish Gray Clay ATTERBURG LIMITS: LL: 40.2 PL: 17.8 PL• 22.4 SHRKG: 13% Wilkinson Ave Norwood S1 lu Barron St HOLE # 12 LOCATION: 3015 Wilkinson Ave (N/4) 3.00" HMAC 8.00" Gravel w/Brown Sandy Clay 6.00" Brown Clay w/Gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: HOLE # 13 LOCATION: 2924 Wilkinson Ave (S/4) 1.00" HMAC 2.00" Gravel w/Brown Sand & Asphalt Pieces 4.00" Concrete (Broken) 9.50" Dark Gray Clay ATTERBURG LIMITS: LL: 61.5 PL: 28.1 Pl: 33.4 SHRKG: 20% Phone: 817-392-7920 Page 3 of 4 FORTWORTH, City of Fort Worth Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd #300 Fort Worth, TX 76116 IIOLE # 14 LOCATION: 2907 Wilkinson Ave (N/4) 1.00" HMAC 3.00" Gravel w/Brown Sand & Asphalt Pieces 4.50" Concrete (3741 psi) 7.00" Brownish Gray Clay HOLE # 15 LOCATION: 2804 Wilkinson Ave (S/4) 4.00" HMAC 5.25" Concrete (2938 psi) 6.25" Brown Clay w/Gravel ATTERBURG LIMITS: LL: 55.4 PL: 23.6 PI: 31.8 SHRKG: 19% Driess St E Mamnintia rive to Wrtle S HOLE # 16 LOCATION: 1417 Driess St (E/4) 3.50" HMAC 6.50" Concrete (4958 psi) 4.00" Grayish Brown Clay w/Gravel 5.50" Brown Clay ATTERBURG LIMITS: LL: 78.8 PL: 32.4 PI: 46.4 SHRKG: 23% HOLE # 17 LOCATION: 1332 Driess St (W/4) 2.00" HMAC 7.25" Concrete (7778 psi) 8.75" Yellowish Brown Sand HOLE # 18 LOCATION: 1305 Driess St (E/4) 1.25" HMAC 1.75" Gravel w/Brown Sand 6.75" Concrete (7541 psi) 7.25" grayish Brown Clay w/Gravel ATTERBURG LIMITS: LL: 57.3 PL: 22.8 PI: 34.5 SHRKG: 20% Phone: 817-392-7920 Page 4 of 4 FORTWORTH. City of Fort Worth Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd H300 Fort Worth, TX 76116 Laboratory Test Results for A Street Coring Project 4/15/19 Project: 2018 CIP YR 2 Contract 15 and YR 3 Contract 16 CPN# 101476 Date Tested: 4/10/19-4/15/19 Requested by : Tony ShoIola Phone: 817-392-7920 This report presents the results of a street coring project for (2018 CIP YR 2 Contract 15 and YR 3 Contract 16). Mr. Uday Bangale performed the cores, and subgrade lab tests. Mr. Zelalem Arega reviewed and approved the results. Wallace St E. Rosedale St to Aire J HOLE # 19 LOCATION: 1709 Wallace St (E/4) 0.25" HMAC 5.75" Yellowish Brown Sand w/ Gravel 10.00" Reddish Brown Clay w/Gravel ATTERBURG LIMITS: LL: 69.1 PL: 30.3 PI: 38.8 SHRKG: 20% I40LE # 20 LOCATION: 1615 Wallace St (W/4) 3.00" HMAC 7.00" Yellowish Brown Clayey Sand w/Gravel 8.50" Brownish Gray Sandy Clay w/Gravel & Stone ATTERBURG LIMITS: LL: 54.70 PL: 22. ] 0 PI: 32.60 SHRKG:19% HOLE # 21 LOCATION: 134' S of G Ave (E/4) 6.50" HMAC 5.25" Brownish Gray Clay 5.50" Brown Clay ATTERBURG LIMITS: LL: PL: PI: SHRKG: Page 1 of 5 FORT WORTH. City of Fort Worth Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd #300 Fort Worth, TX 76116 HOLE # 22 LOCATION: 152' N of G Ave (W/4) 2.50" HMAC 1.50" Brownish Gray Sand w/ Gravel 6.00" Concrete (7610 psi ) 8.00" Pale Brown Clay ATTERBURG LIMITS: LL: PL: PI: SHRIrG: HOLE # 23 LOCATION: 55' S of E. Rosedale St (E/4) 4.00" HMAC 10.00" Yellowish Brown & Gray Clay w/Gravel 4.50" Yellowish Brown Sandy Clay AT_ T_ER13URG LIMITS: LL: 33.3 PL: 16.4 PI: 16.9 SHRKG: 9% E. 4 ` h Si _ (bunnir St to -Hranclies St) HOLE # 24 LOCATION: 3713 E 4" St (NA) 0.75" HMAC 11.25" Yellowish Brown Sandy w/Gravel 6.50" Strong Brown Sand ATTERBURG LIMITS: LL: PL: PI: SHRKG: HOLE # 25 LOCATION: 3742 E. 41h St (S/4) 2.75" HMAC 3.50" Yellowish Brown Sandy Clay w/Gravel 11.25" Strong Brown Sand ATTERBURG LIMITS: LL: PL: PI: SHRKG: Phone: 817-392-7920 Page 2 of 5 FORTWORTH. City of Fort Worth Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd #300 Fort Worth, TX 76116 Phone: 817-392-7920 Virginia Ave (Stella St to E Annie HOLE # 26 LOCATION: 75' S of E. Tucker St (E/4) 2.50" HMAC 6.50" Gravel w/Asphalt Pieces & Brown sand 5.00" Gray Clay 4.00" Brownish Gray Clay ATTERBURG LIMITS: LL: PL: PI: SHRKG: HOLE # 27 LOCATION: 74' S of Stella St (W/4) 0.50" HMAC 9.00" Brownish Gray Clay w/Gravel & Stone 5.5" Gray Clay w/ GraveI ATTERBURG LIMITS: LL: 50.9 PL: 21.70 PI: 29.2 SHRKG: 15% Purington Ave i (K Lancaster Ave to Ben .A�re� BOLE It 28 LOCATION: 2717 Purington Ave (N/4) 2.00" HMAC 6.00" Concrete (4407 psi) 7.50" Brownish Gray Clay w/Gravel ATTERBURG LIMITS: LL: 54.8 PL: 23.10 PI: 31.7 SHRKG: 18% HOLE # 29 LOCATION: 2736 Purington Ave (S/4) 1.75" HMAC 6.00." Concrete (3508 psi) 4.25" Brownish Gray Clay 5.50 Gray Clay ATTERBURG LIMITS: LL: 60.00 PL: 26.40 PI: 33.6 SHRKG: 18% Page 3 of 5 FORTWORTH. City of Fort Worth Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd #300 Fort Worth, TX 76116 HOLE # 30 LOCATION: 2814 Purington Ave (N/4) 4.00" HMAC 5.25" Concrete (3649 psi) 9.25" Brownish Gray Clay w/Gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: HOLE # 31 LOCATION: 2912 Purington Ave (S/4) 2.00" HMAC 4.75" Concrete (4602 psi) 12.25" Pale Brown Clay ATTERBURG LIMITS: LL: 61.20. PL: 23.60 Pl: 37.6 SHRKG: 19% HOLE # 32 LOCATION: 2937 Purington Ave (N/4) 1.75" HMAC 5.75" Concrete (4463 psi) 5.50" Gray Clay w/Gravel 7.00 Brownish Gray Clay w/ Gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: [14OLE # 33 LOCATION: 3012 Purington Ave (S/4) 1.75" HMAC 4.50" Concrete (3648 psi) 3.25" Brown Sandy Clay w/ Gravel 7.50 Yellowish Brown Sandy Clay ATTERBURG LIMITS: LL:33.80 PL:18.00 PI:15.80 SHRKG: 9% Phone: 817-392-7920 Page 4 of 5 [ORTWORT14, HOLE 4 34 City of Fort Worth Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd #300 Fort Worth, TX 76116 LOCATION: 3121 Purington Ave (N/4) 2.00" HMAC 5.75" Concrete (3532 psi) 8.75" Brownish Gray Clay ATTERBURG LIMITS: LL:53.40 PL:23.30 PI: 30.10 SHRKG 19 % Phone: 817-392-7920 Page 5 of 5 GC-6.06.D Minority and Women Owned Business ]Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 SORT WORTH City of Fort Worth (Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If the total dollar value of the contract is $50,000-01 or more, then a MBE subcontracting goal is applicable. DOUCX5 NT �* { h li e Ci UV24 >On, Etr d itable participation by Minor& Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. C P N 101476 MBE PROJECT GOALS The City's MBE goal on this project is 15 % of the base bid value of the contract. Note: If both MBE and SBE subcontracting goats are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000.01 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. Tt,e Offeror shall deliver the MBE documentation Iri perS0t1 to' they appfopriate employ,�e al the purcliasiag divisirall and obtain a dsaluAlmo rer;eipl Such res.eipt shall be EMdenr:e that the City received Me documentation in [he lime- alktcafe€I A Nxed andfor emafled copy will not be accepted. 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontracting/supplier work: after the bid opening date, exclusive of the bid opening date. 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the Office of Business Diversity at (817) 392-2674. Office of Business Diversity Rev. 5/IS/19 Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 ATTACHMENT 1A Page 1 of 4 FORTWORTH City of Fort forth Office of Business Diversity IVIBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable box to describe Offeror's Certification PROJECT NAME: M/VV/DBE NON-MNVIDBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 15% % Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from, the prime contractor to a subcontractor is considered Ist tier, a payment by a subcontractor to its supplier is considered 2°d tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors Identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL. MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bonafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) and the Dallas/Fort Worth Minority Supplier Development Council (D/FW MSDC). If hauling services are utilized, the Offeror will be given credit as long as the MBE fisted owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operated, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 2113/19 FoRTWORTH ATTACHMENT1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Mlriarity and non-M915s MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOR/SUPPLIER Company Name T M Address i B Telephone/Fax e E Email r Contact Person W B E N ° " M B E Detail Subcontracting Work Detail Supplies Purchased Dollar Amount Rev. 5/15/19 FORT--RTH ATTACHMENT 1A Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., MInaMy and rion-MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. N SUBCONTRACTORISUPPLIER ° Company Name T M W n Detail Detail Address i 8 g Subcontracting Supplies Dollar Amount Tolephone[Fax e E E M Work Purchased Email r B Contact Person E Rev. 5115/19 FORTWORT�H Total Dollar Amount of MBE Subcontractors/Suppliers 1 $ Total Dollar Amount of Non -MBE Subcontractors/Suppliers Is 2018 GIP Year 2. Contract 15 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS 1 $ ATTACHMENT 1A Page 4 of 4 The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Office of Business Diversity through the submittal of a Request for Approval of Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractorslsuppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address City/State/Zip Office of Business Diversity Email: mwbeoffice@forlworlhtexas.gov Phone: (817) 392-2674 Printed Signature Contact Name/Title (if different) Telephone and/or Fax E-mail Address Date Rev. 5l15l19 FORT WORTH City of Dort !forth Minority Business Enterprise Specifications Prime Contractor Waiver Form ATTACHMENTIB Page 1 of 1 OFFEROR COMPANY NAME: Check applicable box to describe Offeror's Certification PROJECT NAME: MAN/DBE NON-MIWfDBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 15% % If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form), All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. Failure to complete this form In its entirety and be received by the Purchas_{nq_Div islon too la#iar than 2:00 p.m,, on the second City business day after bid opening, exclusive of the bad opening date, will result In the bid being considated non-reslponaiva to bid spec ifics#ions. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. NO Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment thereof and any proposed changes to the original MBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address Printed Signature Contact Name (if different) Phone Number Fax Number Email Address CitylState/Zip Date Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 Rev. 5115/19 ATTACHMENT IC Page 1 of 4 i ORT ORTH City of Fort forth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable box to describe Offeror's certification PROJECT NAME: MIVVIDBE NON-M/WIDBE BID DATE City's MBE Project Coal: Offeror's MBE Project Commitment: PROJECT NUMBER 15% % If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the VIBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specificati-ons. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non -MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (use aaamonai sneers, it necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev. 5/15119 ATTACHMENT1C Page 2 of 4 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's Office of Business Diversity. Yes Date of Listing No 3.) Did you solicit bids from MBE firms, within the subcontracting andlor supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? 2 (� q QY� I �fiya�s tta(2MB�aiI lisfi .todr�Cl jqame of firm and address and a dated copy of letter mailed.) Ll I ONo j C E (�" `j GI t J L J 4.) Did you solicit bids from MBE firms, within the subcontracting and/or sr iously listed, at least ten calendar days prior to bid opening by telephone, exclusive ofi fhe day "he bids are opened? Yes (if yes, attach list to include name of MBE firm, person contacted, phone number and date and time of contact.) M 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" documentation may render the GFE non -responsive.) No 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? Yes (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the GFE non -responsive.) No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 thru 6. 7.) Did you provide plans and specifications to potential MBEs? Yes M 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev. 5115119 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (If yes, attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? (If yes, attach the information that was not valid in order for the Office of Business Diversity to address Yes the corrections needed.) No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in -camera access to an inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessa , and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL. INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Rev. 5115119 ATTACHMENT IC 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 IVIBE(s) listed in Attachment IC will be contacted and the reasons for not using them will be verified by the City's Office of Business Diversity. Authorized signature 2018 CIP Year 2, Contract 15 Title Company Name Address City/State/Zip Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 Printed Signatur H Contact Name and Title (if different) CPN 101476 Phone Number Fax Number Email Address Date Rev. 5115/19 Joint Venture Page 1 of 3 FORT WORTH CITY OF FORT WORTH MBE Joint Venture Eligibility Form AH questions rust be answered; use "NIA "if not applicable. Name of City project: venture form must be completed on each project RFP/l3id/Project Number: J. Joint venture information: Joint Venture Name: Joint Venture Address: (Ifapplicable) Telephone: Facsimile: E-mail Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if addition❑ace is reD to Cde detailed explanations of work to be performed by each firm comprising the joint venture MBE firm name: Non -ROBE, firm name: Business Address.. Business Address: City, State, Zip: City, State, Zip: Telephone L-mail ❑ ❑ Telephone E-mail Cellular Facsimile Cellular Facsimile Certification Status: Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the non -MBE: Rev. 5115119 Joint Venture Page 2 of 3 3. What is the percentage of NME participation on this joint venture that you wish to be counted toward meeting the project goal? J. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivabl{' ILJ1 Management decisions: a. Estimating ---------- _----------------------------- b. Marketing and Sales ---- ----- -------------------------------- c. Hiring and Firing of management personnel n ------------------------ --- - d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Office of Busine❑7ivers1:1ll Diew your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's Office of Bu s QLY�rsity immediately for approval. Any unjustified change or deletion shall be a m�l bre,f c ct and may result in debarment in accord with the procedures outlined in the City's B rdina IGMMf6 A] Joint Venlure Paae 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. Namc of M13r Linn Name of non -MBE firm Printed Narne of Owner Printed Narne of Owner S ignalure ol' Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signaturc of Owner Title Title Dale Date State of Notarization County of On this day of , 20 , before me appeared and to the personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (S-0 Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (S 17) 392-2674 Rev. 5115119 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2018 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised July 1, 2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12,32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 GR-01 60 oo Product Requirements THIS PAGE LEFT INTENTIONALLY IONAiLLY BLANK CITY OF PORT WORTH 2O18 CIP Year 2, Contract 15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101476 Revised Ady 1, 2011 FORTWORT11. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: April 12, 2019 The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Department's Standard Products List. Table of Content (Click on items to go directly to the page) Items Page A. Water & Sewer 1. Manholes Bases/Components........................................................... 1 2. Manholes Bases/Fiberglass............................................................... 2 3. Manholes Bases/Frames Covers/Rectangular ............................... 3 4. Manholes Bases/Frames Covers/Round.......................................4 5. Manholes Bases/Frames Covers/Water Tight Pressure Tight .. 5 6. Manholes Bases/Precast Concrete .................................................... 6 7. Manholes Bases/Rehab Systems/Cementitious................................ 7 8. Manholes Bases/Rehab Systems/NonCementitious ......................... 8 9. Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer............................................................................... 10 11. Pipes/Ductile Iron................................................................................. 11 12. Utility Line Marker............................................................................... 12 B. Sewer 13. Coatings/Epoxy .......................... 14. Coatings/Polyurethane ............... 15. Combination Air Valves ............ 16. Pipes/Concrete ........................... ........................................................... 13 ........................................................... 14 ........................................................... 15 .......................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/1-lDPE............................................................................•-- ...... 1.9 20. Pipes/PVC (Pressure Sewer)................................................................. 20 21. Pipes/PVC........................................................................................... 21 22. Pipes/Rehab/CIPP................................................................................. 22 23. Pipes/Rehab/Fold Form ..................................... ...................... 23 24. Pipes/Open Profile Large Diameter ...................................................... 24 C. Water 25. Appurtenances....................................................................................... 25 26. Bolts, Nuts, and Gaskets....................................................................... 26 27. Combination Air Release Valve........................................................... 27 28. Dry Barrel Fire Hydrants...................................................................... 28 29. Meters................................................................................................... 29 30. Pipes/PVC (Pressure Water) ..................................................... ...... 30 31. Pipes/Valves Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement..................................................................... 34 35. Sampling Stations................................................................................. 35 C, ! T 0 Y U U a rn W M O C] [ 0 tC td tV O A 8 C G S A C] G «S W R l C) (a p b N N N M M N N N C, to C/] ® u Cl b <31 N N C5 4 '4 N W V 0. 0 !9 m 0 0 0 0 N V O N �G Q y w CN S- O N � 1-. w 'C N 6 U1 i. N 9 a ro C 'C v w 0 pro " F U o aVi 5 cu o � w a u L ®r F F ~ �G w IF fQ Cq N 4 O F--4�z y 7 Q Q U O d v w w U in U U U a -a pp O O N L O Y u Lo a Y U u 7-1 M F W 7 9 ME !9 z (—+ !9 n2n2 a a 6 4 h s 7 Cl c .� at � n � a u � � U 3 o o o E F i o" �>u 17 0 0 5 o d i i Ni i a. a HE 1'4 a c c iz c= a. c a c c 3 u u a s � rii ri rn rn �n rn vvi rn rn r� � rn v°'i a v°}i vvi � U U U U U V U U U U U U V 6�. q d C 2>L C Lam`. C C,-. G C C V P>. 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