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HomeMy WebLinkAboutContract 54411CSC No. 54411 FORT WORTH CONSTRUCTION SPECIFICATION DOCUMENTS FOR. THE CONSTRUCTION OF EAST 1 ST STREET BRIDGE IMPROVE MENT S BETSY PRICE MAYOR u PREPARED FOR PARK & RECREATION DEPARTMENT CITY OF FORT WORTH, TEXAS DAVID COOKE CITY MANAGER RICHARD, ZAVALA, DIRECTOR PARK RECREATION.0EPARTMENT CITY OF FORT WORTH: PROJECT NUMBER; 100575- JACOBS .JACOBS. ENGINEERING GROUP INC. TEXAS REGISTERED ENGINEERING FIRM. 2966 777 MAIN STREET,SUITE 250.0: FO PT, WORTH. TX 76 1.02 (017) 735-6.000 2020 6E] WZuVu 2. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX SORT WORTH City of Fort Worth Standard Construction Specification Documents Adopted September 2011 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 4 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 00 11 13 Invitation to Bidders 0021 13 Instructions to Bidders 0032 15 Construction Project Schedule 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 0043 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Qualifications 0045 12 Qualification Statement 0045 13 Bidder Qualification Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Specifications 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 0073 00 Supplementary Conditions Division 01 - General Requirements 01 11 00 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 0132 16 Construction Progress Schedule 01 3233 Preconstruction Video 01 33 00 Submittals 0135 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 7000 Mobilization and RemobiIization 01 7123 Construction Staking and Survey 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 7823 Operation and Maintenance Data 01 78 39 Project Record Documents CITY OF FORT WORTH East I n Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised February 2, 2016 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 4 City of Fort Worth Standard Technical Specifications referenced by the Engineer for this Project include the following sections (which are included these Construction Specification Documents): Division 02 - Existing Conditions 0241 13 Selective Site Demolition 0241 15 Asphalt Paving Removal Division 03 — Concrete 03 3000 Cast -In -Place Concrete 03 8000 Modifications to Existing Concrete Structures Division 11 - Furnishings 11 67 13 Site Furnishings Division 31- Earthwork 3123 16 Unclassified Excavation 31 23 23 Borrow 31 25 00 Erosion and Sediment Control 31 37 00 Riprap Division 32 - Exterior Improvements 3201 13.62 Asphalt Surface Treatment (Alt. 2) 32 12 16 Asphalt Paving 32 1320 Concrete Trail 32 1373 Concrete Paving Joint Sealants 32 31 00 Ornamental Metals 3231 13 Temporary Chain Link Fences and Gates 32 31 36 Woven Wire Screen 3292 13 Native Seeding 34 4130 Aluminum Signs and Sign Posts CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMCNTS 100575 Revised February 2, 2016 00 00 00 - 3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 4 Texas Department of Transportation (TxDOT) Standard Technical Specifications (current version) referenced by the Engineer for this Project include the following sections (which are included by reference): 4276002 Clean Concrete Bent Surfaces 4276002 Paint Concrete Abutments 4296001 Concrete Structure Repair 4296005 Repair Concrete Structure 4296007 Repair Concrete Structure 4316002 Pneumatically Place Concrete 4426007 Bridge Rail Replacement 4466002 Clean and Paint New Railing 4466010 Clean and Paint Superstructure 4466010 CIean and Paint Existing Railing 7806002 Clean Concrete Bent Surfaces END OF SECTION CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised Febntary 2, 2016 0005 10- 1 MAYOR AND COUNCIL COMMUNICATION (M&C) Page I of 2 SECTION 00 05 10 MAYOR AND COUNCIL COMMUNICATION (M&C) City of Fort Louth, Texas Mayor and Council Communication DATE: 06/23/20 MSC FILE NUMBER: MSC 20-0465 LOG NAME: 80 FAST 1ST STREET BRIDGE IMPROVEMENTS SUBJECT Authorize Execution of a Contract with Fort Worth Civil Constructors, LLC. in the Amount o1$836,554.59, for the Construction of the Fast ill Street Bridge Improvements and Provide for Additional Project Cost and Contingencies tin the Amount of $100,000.00 for a Total Construction Cast of S936,554.59. Update the Fiscal Year 2020-2024 Capital Improvement Ptan and Adopt Appropriation Ordinance (COUNCIL DISTRICT 4) It is recommended that the CityCouncit 1. Adopt the attached appropriation ordinance increasing receipts and appropriations in the PARD Gas Lease Capital Project Fund in the amount of $100,000.00 for the East 1 er Street Bridge Improvements (Cily Project No. 100575); and 2. Authorze execution of a cwntract wth Fort Worth Civil Constructors, LLC, in the amount of 5836,554 59, for the construction of tho East 1st Street Bridge Improvements. ........ .................... ........................ DISCUSSION. The purpose of this Mayorand Council Communication (MSC) is to authorize the award of a construction oontractwith FortWorth Civil Constructors, LLC, in the amount of$636,554.59, forthe construction of East 1" Street Bridge Improvements (City Project No, 100575) This project will provide a trail connection betAmen the existing Gateway Park trail system and the existing Qua ran Parker trail system. This connection includes repurposing and repair of the old East ist Street vehicular bridge and replacement of its asphalt roadvray approaches with new concrete trail pavement On October 2, 2017 the City authorized an agreement with Jacobs Engineering Group, Inc in the amount of 588,185,00 for preparation of schematic design documents for East 1 st Street Bridge and Arcadia Trail Connection Improvements (City Secretary Contract No, 49735) On February 26, 2019 the City authorized an agreement with Jacobs Engineering Group, Inc. in the amount of $99,7W.00 for preparation of final design construction documents for East 1st Street Bridge Improvements (City Secretary Contract No. 51985) On April 2, 2020 and ApnI 9, 2020, the project was advertised in the Fort Worth Star -Telegram. The following lids were received on April 30. 2020, Fort Worth Civil Scott Tucker Bidder Gibson 8 SEMA IBCTX Constructors Construction _ Associates .... .........................._ Constructon ........ ... __._.... Base Bid $836,554.59 S875,016,51 $073732.96 S1,104007,50 S1,160,205.00 Amount Base Bid improvements include: concrete structure cleaning, repair, and painting; ornamental metal railinglscrean fabrication, repair, and painting: old asphalt road removal, concrete trail construction, and grading end seeding. Total appropriations are summarized below Work Type Fund Author" Amount Design 8 General Gas Lease Capital Constriction PrqjectFurid (Settlement) gFY17CIPjS1,000,000.00 Cornsh"whan PARD Gas Lease Capital This M& S 100,000.0U Project Fund Total 1 $1.100,000.00 Funding Construction is anticipated to begin in July 2020. The contract time is 180 calendar days. CTTY OF FORT WORTH. East 1 I Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 000510-2 MAYOR AND COUNCIL COMMUNICATION (M&C) Page 2 of 2 There are no addib'enaI annual maintenance costs associated with this project Funding for this project was included in the FY2020-2024 Capital Improvement Plan (aP) as the project was initially funded in the General Gas Lease Capital Project Fund. Additional funding In the amount of S100,000.00 is needed due to the amount of the lowest qualified base bid received. The action in this M&C will update the FY2020�2024 Cl P MWBE OFFICE. Fort Worth Civii Constructors, LLC, is in compliance with the City's BDE Ordinance by committing to 10% MBE participation. The City's MBE goal on this project is 10%. This project is located in the COUNCIL DISTRICT 4. FISCAL INFORUATION f CERTIFICATION: The Director of Finance certifies [hat funds are currently available in the PARD Gas Lease Capital Project Fund and upon approval. of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the PARD Gas Lease Capital Prajeot and General Gas Lease Cepital Project (General Gas Lease Capital Prj) Funds Gateway Park to QPP Trail project to supportthe approval of the above recommendation and award pf the contract Prior to an expenditure being incurred, the Park & Recreation Department has the responsibility of verifying the availability cf funds. Submitted for City Manager's Office by. Fernando Costa 6122 Originating 9usiness Unit Head: David Creek 5704 Additional Information g2niacS Joel McElhany 5745 END OF SECTION CITY OF FORT WORTH East V Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 SECTION 00 05 15 ADDENDA ADDENDUM # 1 East 11 Street Bridge Improvements 1005.75 April 28, 2020 TO ALL BIDDERS: Please attach to your specifications. This addendum is hereby made a part of the Contract Documents and is issued to modify explain or correct the original drawings and/or project manual. PROJECT MANUAL REFER TO SPECIFICATIONS 000515-1 ADDENDA Page 1 of 1 Replace the specification sections listed below with the attached revised specification sections. 00 21 13 — Instructions to Bidders 00 45 11 — Bidders Qualifications 00 4512 — Qualification Statement END OF ADDENDUM # 1 Bid Opening Date: April 30, 2020 — 1 30 pin Acknowledge the receipt of this Addendum an your Proposal. D.Taff(oe a- Z8 2a 8y: Dwight Taylor, Project Manager Release Date- April 28, 2020 END OF SECTION CITY OF FORT WORTH East l " Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 0011 13 INVITATION TO BIDDERS Page 1 of 3 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Due to the COVIDI9 Emergency declared by the City of Fort Worth and until the emergency declaration, as amended, is rescinded, sealed bids for the construction of East 1' Street Bridge Improvements, Project No. 100575 ("Project") will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CDT, Thursday, April 30, 2020, as further 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 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 CF W public television which can be accessed at http://foTtworthtexas.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 Base Bid improvements to retrofit the old East I" Street two-lane vehicular bridge for re -use as a pedestrian trail bridge: the cleaning, repair, and painting of approximately 4,172 SF of concrete structure surfaces; the removal of approximately 3,636 SY of asphalt roadway; and the construction of approximately 12,093 SF of concrete trail. QUALIFICATION The improvements included in this project must be performed by a contractor who is qualified by the City at the time of bid opening. The procedures for qualification are outlined in the Section 00 2113 — 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 hitp:/lwww.fortworthtexas.gov/purchasin / 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. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENT 100575 Temporarily Revised March 25, 2020 due to COVIDI9 Emergency 0011 13 INVITATION TO BIDDERS Page 2 of 3 PREBID CONFERENCE A prebid conference may be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: DATE: Tuesday, April 14, 2020 TIME: 10:30 am WebEx. Conference Call Call: 650-479-3208 Access Code: 624 824 830 Member ID: (none, press 4) If a prebid conference will be held online via a web conferencing application, invitations will be distributed directly to those who have submitted Expressions of Interest in the project to the City Project Manager. The presentation given at the prebid conference and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. 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. FUNDING Any Contract awarded under this INVITATION TO BIDDERS is expected to be funded from revenues generated from General Gas Tease Capital Funds and reserved by the City for the Project. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Dwight Taylor, City of Fort Worth Email: dwight.taylor@fortworthtexas.gov Phone: 817-392-5746 EXPRESSION OF INTEREST To ensure bidders are kept up to date of any new information pertinent to this project or the COVID 19 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. 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://fortworthtexas.gov/purchasing/. CITY OF FORT WORTH East In Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENT 100575 Temporarily Revised March 25, 2020 due to COVIDI9 Emergency 00 11 13 INVITATION TO BIDDERS Page 3 of 3 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 PIan Holder Registration form to your computer, complete and email it to the City Project Manager. The City Project Manager is 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 fNQUIRMES above. ADVERTISEMENT DATES I" Advertisement April 2, 2020 2°d Advertisement April 9, 2020 END OF SECTION CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENT 100575 Temporarily Revised March 25, 2020 due to COVIDI9 Emergency 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 SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms 0021 I3 - 1 INSTRUCTIONS TO BIDDERS Page I of 9 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Teas. 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. Qualification of Bidders (Prime Contractors and Subcontractors) 3.L All Bidders and their subcontractors are required to be qualified for the work types requiring qualification after the bid opening. Bids received from contractors who are not qualified (even if inadvertently opened) shall not be considered. Qualification requirement work types and documentation are as follows: 3.2. Each Bidder unless currently qualified, must be prepared to submit to City within seven (7) calendar days after the Bid opening date, the documentation identified in Section 00 45 11, BIDDERS QUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 East I' Street Bridge Improvements 100575 0021 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.3. The City reserves the right to require any qualified contractor who is the apparent low 2 bidder(s) for a project to submit such additional information as the City, in its sole 3 discretion may require, including but not limited to manpower and equipment records, 4 information about key personnel to be assigned to the project, and construction schedule, 5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 6 deliver a quality product and successfiilly complete projects for the amount bid within 7 the stipulated time frame. Based upon the City's assessment of the submitted 8 information, a recommendation regarding the award of a contract will be made to the 9 City Council. Failure to submit the additional information, if requested, may be grounds 10 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 11 notified in writing of a recommendation to the City Council. 12 13 3.4. In addition to qualification, additional requirements for qualification may be required 14 within various sections of the Contract Documents. 15 16 17 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 18 19 4.1. Before submitting a Bid, each Bidder shall: 20 21 4.1.1. Examine and carefully study the Contract Documents and other related data 22 identified in the Bidding Documents (including "technical data" referred to in 23 Paragraph 4.2. below). No information given by City or any representative of the 24 City other than that contained in the Contract Documents and officially 25 promulgated addenda thereto, shall be binding upon the City. 26 27 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 28 site conditions that may affect cost, progress, performance or furnishing of the 29 Work. 30 31 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 32 progress, performance or furnishing of the Work. 33 34 4.1.4. Be advised, City, in accordance with Title V1 of the Civil Rights Act of 1964, 78 35 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, 36 Department of Transportation, Subtitle A, Office of the Secretary, Park 21, 37 Nondiscrimination in Federally -assisted programs of the Department of 38 Transportation issued pursuant to such Act, hereby notifies all bidders that it will 39 affinnatively insure that in any contract entered into pursuant to this advertisement, 40 minority business enterprises will be afforded full opportunity to submit bids in 41 response to this invitation and will not be discriminated against on the grounds of 42 race, color, or national origin in consideration of award. 43 44 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or 45 contiguous to the Site and all drawings of physical conditions relating to existing 46 surface or subsurface structures at the Site (except Underground Facilities) that 47 have been identified in the Contract Documents as containing reliable "technical 48 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 49 at the Site that have been identified in the Contract Documents as containing 50 reliable "technical data." 51 CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised November 27, 2012 0021 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 2 the information which the City will furnish. All additional information and data 3 which the City will supply after promulgation of the formal Contract Documents 4 shall be issued in the form of written addenda and shall become part of the Contract 5 Documents just as though such addenda were actually written into the original 6 Contract Documents. No information given by the City other than that contained in 7 the Contract Documents and officially promulgated addenda thereto, shall be 8 binding upon the City. 10 4.1.7. Perform independent research, investigations, tests, borings, and such other means I 1 as may be necessary to gain a complete knowledge of the conditions which will be 12 encountered during the construction of the project. On request, City may provide 13 each Bidder access to the site to conduct such examinations, investigations, 14 explorations, tests and studies as each Bidder deems necessary for submission of a 15 Bid. Bidder must fill all holes and clean up and restore the site to its former 16 conditions upon completion of such explorations, investigations, tests and studies. 17 18 4.1.S. Determine the difficulties of the Work and all attending circumstances affecting the 19 cost of doing the Work, time required for its completion, and obtain all information 20 required to make a proposal. Bidders shall rely exclusively and solely upon their 21 own estimates, investigation, research, tests, explorations, and other data which are 22 necessary for full and complete information upon which the proposal is to be based. 23 It is understood that the submission of a proposal is prima -facie evidence that the 24 Bidder has made the investigation, examinations and tests herein .required. Claims 25 for additional compensation due to variations between conditions actually 26 encountered in construction and as indicated in the Contract Documents will not be 27 allowed. . 28 29 4.1.9. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 30 between the Contract Documents and such other related documents. The Contractor 31 shall not take advantage of any gross error or omission in the Contract Documents, 32 and the City shall be permitted to make such corrections or interpretations as may 33 be deemed necessary for fulfillment of the intent of the Contract Documents. 34 35 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification 36 of: 37 38 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 39 the site which have been utilized by City in preparation of the Contract Documents. 40 The logs of Soil Borings, if any, on the plans are for general information only. 41 Neither the City nor the Engineer guarantee that the data shown is representative of 42 conditions which actually exist. 43 44 4.2.2. those drawings of physical conditions in or relating to existing surface and 45 subsurface structures (except Underground facilities) which are at or contiguous to 46 the site that have been utilized by City in preparation of the Contract Documents. 47 CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised November 27, 2012 0021 13 -4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 2 on request. Those reports and drawings may not be part of the Contract 3 Documents, but the "technical data" contained therein upon which Bidder is entitled 4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 6 responsible for any interpretation or conclusion drawn from any "technical data" or 7 any other data, interpretations, opinions or information. 8 9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 10 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 11 exception the Bid is premised upon performing and furnishing the Work required by the 12 Contract Documents and applying the specific means, methods, techniques, sequences or 13 procedures of construction (if any) that may be shown or indicated or expressly required 14 by the Contract Documents, (iii) that Bidder has given City written notice of all 15 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 16 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 17 etc., have not been resolved through the interpretations by City as described in 18 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 19 and convey understanding of all terms and conditions for performing and furnishing the 20 Work. 21 22 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 23 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 24 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 25 Documents. 26 27 5. Availability of Lands for Work, Etc. 28 29 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 30 access thereto and other lands designated for use by Contractor in performing the Work 31 are identified in the Contract Documents. All additional lands and access thereto 32 required for temporary construction facilities, construction equipment or storage of 33 materials and equipment to be incorporated in the Work are to be obtained and paid for 34 by Contractor. Easements for permanent structures or permanent changes in existing 35 facilities are to be obtained and paid for by City unless otherwise provided in the 36 Contract Documents. 37 38 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 39 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right 40 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 41 the award of contract at any time before the Bidder begins any construction work on the 42 project. 43 44 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 45 way, easements, and/or permits, and shall submit a schedule to the City of how 46 construction will proceed in the other areas of the project that do not require permits 47 and/or easements. 48 49 CITY OF FORT WORTH East In Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised November 27, 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 0021 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 9 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Address questions to: City of Fort Worth 200 Texas Street Fort Worth, TX 76102 Attn: Dwight Taylor, Park & Recreation Department Email: dwight.taylor@fortworthtexas.gov Phone: 817-392-5746 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 City's electronic document management and collaboration system. 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. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 East I' Street Bridge Improvements 100575 0021 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 8. Contract Times 2 The number of days within which, or the dates by which, Milestones are to be achieved in 3 accordance with the General Requirements and the Work is to be completed and ready for 4 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 5 attached Bid Form. 7 9. Liquidated Damages 8 Provisions for liquidated damages are set forth in the Agreement. 9 10 10. Substitute and "Or -Equal" Items 11 The Contract, if awarded, will be on the basis of materials and equipment described in the 12 Bidding Documents without consideration of possible substitute or "or -equal" items. 13 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 14 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 15 City, application for such acceptance will not be considered by City until after the Effective 16 Date of the Agreement. The procedure for submission of any such application by Contractor 17 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 18 Conditions and is supplemented in Section 0125 00 of the General Requirements. 19 20 11. Subcontractors, Suppliers and Others 21 22 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 23 12-2011 (as amended), the City has goals for the participation of minority business 24 and/or small business enterprises in City contracts. A copy of the Ordinance can be 25 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 26 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 27 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 28 Venture Form as appropriate. The Forms including documentation must be received 29 by the City no later than 5:00 P.M. CST, five (5) City business days after the bid 30 opening date. The Bidder shall obtain a receipt from the City as evidence the 31 documentation was received. Failure to comply shall render the bid as non- 32 responsive. 33 34 11.2. No Contractor shah be required to employ any Subcontractor, Supplier, other person 35 or organization against whom Contractor has reasonable objection. 36 37 12. Bid Form 38 39 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 40 obtained from the City. 41 42 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 43 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 44 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 45 price item listed therein. In the case of optional alternatives, the words "No Bid," 46 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 47 written in ink in both words and numerals, for which the Bidder proposes to do the 48 work contemplated or furnish materials required. All prices shall be written legibly. 49 In case of discrepancy between price in written words and the price in written 50 numerals, the price in written words shall govern. 51 CITY OF FORT WORTH East ] " Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised November 27, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0021 13 -7 INSTRUCTIONS TO BIDDERS Page 7 of 9 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 venturer in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to City 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. 14. Modification and Withdrawal of Bids 14.1. Bids addressed to the City 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 East I' Street Bridge Improvements 100575 002113-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 2 time set for the closing of Bid receipt. 3 4 15. Opening of Bids 5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 6 abstract of the amounts of the base Bids and major alternates (if any) will be made available 7 to Bidders after the opening of Bids. 8 9 16. Bids to Remain Subject to Acceptance 10 All Bids will remain subject to acceptance for the time period specified for Notice of Award 11 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 12 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 13 14 17. Evaluation of Bids and Award of Contract 15 16 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 17 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 18 and to reject the Bid of any Bidder if City believes that it would not be in the best 19 interest of the Project to mare an award to that Bidder, whether because the Bid is 20 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 21 meet any other pertinent standard or criteria established by City. City also reserves 22 the right to waive informalities not involving price, contract time or changes in the 23 Work with the Successful Bidder. Discrepancies between the multiplication of units 24 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 25 between the indicated sum of any column of figures and the correct sum thereof will 26 be resolved in favor of the correct sum. Discrepancies between words and figures 27 will be resolved in favor of the words. 28 29 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 30 among the Bidders, Bidder is an interested party to any litigation against City, 31 City or Bidder may have a claim against the other or be engaged in litigation, 32 Bidder is in arrears on any existing contract or has defaulted on a previous 33 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 34 Bidder has uncompleted work which in the judgment of the City will prevent or 35 hinder the prompt completion of additional work if awarded. 36 37 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 38 other persons and organizations proposed for those portions of the Work as to which 39 the identity of Subcontractors, Suppliers, and other persons and organizations must 40 be submitted as provided in the Contract Documents or upon the request of the City. 41 City also may consider the operating costs, maintenance requirements, performance 42 data and guarantees of major items of materials and equipment proposed for 43 incorporation in the Work when such data is required to be submitted prior to the 44 Notice of Award. 45 46 17.3. City may conduct such investigations as City deems necessary to assist in the 47 evaluation of any Bid and to establish the responsibility, qualifications, and financial 48 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 49 organizations to perform and furnish the Work in accordance with the Contract 50 Documents to City's satisfaction within the prescribed time. 51 CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised November 27, 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 0021 I3 -9 INSTRUCTIONS TO BIDDERS page 9 of 9 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. 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 1.8. Signing of Agreement When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement to City with the required Bonds, Certificates of Insurance, and all other required documentation. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF I''ORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 Fast I' Street Bridge Improvements 100575 003215-0 CONSTRUCTION PROGRESS SCHEDULE SECTION 00 32 15 CONSTRUCTION PROJECT SCHEDULE PARTI- GENERAL 1.1 SUMMARY Page I of A 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 bythe 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 East I" Street Bridge Improvements STANDARD SPECIFICATION 100575 Revised .TULY 20, 2019 00 32 15 - 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 theirwork. 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". 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 East I' Street Bridge Improvements STANDARD ,SPECIFICATION 100575 Revised IULY 20, 2018 00 32 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 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 Iife of their work on the project. C. Schedule Types Project delivery for the City utilizes two types of schedules as noted below. TheCity develops and maintains a Master Project Schedule as a "baseline" schedule and issue monthly updates to the City Project Manager (end of each month) as a "progress" schedule. The Contractor prepares and submits each schedule type to fulfill their contractual requirements. Baseline Schedule The Contractor develops and submits to the City, an initial schedule for their scope of work in alignment with this specification. Once reviewed and accepted by the City, it becomes the "Baseline" schedule and is the basis against which all progress is measured. The baseline schedule will be updated when there is a change or addition to the scope of work impacting the duration of the work, and only after receipt of a duly authorized change order issued by the City. In the event progress is significantly behind schedule, the City's Project Manager may authorize an update to the baseline schedule to facilitate a more practical evaluation of progress. An example of a Baseline Schedule is provided in Specification 00 32 15.1 Construction Project Schedule Baseline Example. 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 East 1" ,Street Bridge Improvements STANDARD SPECEICATION 100575 Revised JULY 20, 2018 0032 15 -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 the project followed by baseline (ifa baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number _Project Name —Baseline Example: 101376 North Montgomery Street HMAC_Baseline Progress Schedule File Name Format: City Project Number Project Name _YYYY-MM Example: 10 13 76 North Montgomery Street ffK4AC_2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number_ Project Name PN_YYYY-MM Example: 10 1376North Montgomery Street IIMACPN 2018_01 C. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided inthe 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 forthe development of the schedule activities and shall be imbedded and depicted in the schedule. CITY OF FORT WORTH East I" Street Bridge improvements STANDARD SPECIFICATION 100575 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 1.4.H below. Additional activities may be added to Levels 1 - 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 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 anyone 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 projecttimeline. 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 tothe 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 newactivity(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 acceptedby the City. H. City's Work Breakdown Structure. CITY OF FORT WORTH East V Street Bridge Improvements STANDARD SPECIFICATION 100575 Revised JULY 20, 2018 00 32 IS - 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 XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution LX.80.85 Inspection LX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure I. City's Standard Milestones The following milestone activities (i.e., important events on a project that markcritical 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 Activill 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 41 (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 East I" Street Bridge Improvements STANDARD SPECIFICATION 100575 Revised J LY 20, 2018 0032 15 - 0 CONSTRUCTION PROGRESS SCHEDULF 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 #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. 1. 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 most be submitted in .xlsor .xlsx format in compliance with the sample layout (See Specification 00 32115.1 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 East I" Street Bridge Improvements STANDARD SPECIFICATION 100575 Revised JULY 20, 2018 00 32 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 8of10 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 dray of each month throughout the life of their work on the project. The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is missing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re -submits the corrected Progress Schedule within 5 workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date • % Complete • Float • 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) atthe 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. CITY OF FORT WORTH East P Street Bridge Improvements STANDARD SPECIFICATION 100575 Revised J GLY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 C. Submittal Process Schedules and Monthly Construction Status Reports are submitted inBuzzsaw 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 SUBMITTALS/INFORMATIONAL 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 meetingthe 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] CITY OF FORT WORTH East 1' Street Bridge Improvements STANDARD SPECIFICATION 100575 Revised JULY 20, 20I8 0032 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH East 111 Street Bridge improvements STANDARD SPECIFICATION 100575 Revised JULY 20, 201g 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. http://www.ethics.state.tx.us/forms/CIQ.pdf http://www.ethics.state,tx.us/forms/CIS.pd ❑ CIQ Form does not apply 0 CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form does not apply ❑ CIS Form is.on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: Fort Worth Civil Constructors, LLC By: Austin Alumb gh PO Box 161727 Signature: ` Fort Worth, Texas 76161 Title: President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 SPECIFICATIONS BID PROPOSAL WORKBOOK - East 1 st St Bridge 100575 0041 00 BID FORM Page 1 of 3 TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: City Project NO.: 100575 SECTION 00 41 00 BID FORM East 1st Street Bridge Improvements Units/Sections: Base Bid (Items I..-01 through 1-32) Bid Alternates (Items 1-33 through 1-37) 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. 2A, Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process, b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 SPECIFICATIONS BID PROPOSAL WORKBOOK- East 1st St Bridge 100575 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. Qualification The Bidder acknowledges that the following work types must be performed only by qualified contractors and subcontractors: a. Concrete Structure Surface Cleaning, Repair, and Painting b. Asphalt Pavement (Bituminous Concrete) Placement on Structure c. Ornamental Metal Railing and Woven Wire Screen Fabrication and Painting d. Concrete Trail Construction 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 180 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e, MWBE Forms (optional at time of bid) f. Qualification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 SPECIFICATIONS BID PROPOSAL WORKBOOK- East istSt Bridge 100575 0041 00 BID FORM Page 3 of 3 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. 6.3. Evaluation of Alternate Bid Items Total Base Bid (Items 1-01 through 1-320 Bid Alternate Item 1-33 Bid Alternate Item 1-34 Bid Alternate Item 1-35 Bid Alternate Item 1-36 Bid Alternate Item 1-37 Total Bid 7. Bid Submittal This Bid is submitted on April 30, 2020 Respectfully,sul�rpitted, By:l.— --�_ (Signature) Austin Alumbuagh (Printed Name) Title: President Company: Fort Worth Civil Constructors, LLC Address: PO Box 161727 Fort Worth, Texas 76161 State of Incorporation: Texas Email: austinl?a.fwcivcon.com Phone: 817.562.2292 END OF SECTION $836,554.59 $110,000.00 $18,000.00 $62, 580.00 $4,600.00 $4, 050.00 . $1, 035, 784.59 by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 SPECIFICATIONS BID PROPOSAL WORKBOOK - East 1st St Bridge 100575 00 42 43 BID PROPOSAL Page 1 of 2 Project Itern Information DlddersProposal BidlistItem Description Specification Unit of Bid Quanury Unit Price Did Value No Section No, Measure BASE BID ITEMS Site Demolition 1-01 Construction Mobilization crwoo LS 1 $105,000.00 $105,000.00 1-02 Trail Closed Sign (install and remove) CFW 3441 30 EA 2 $1,500.00 $3,000.00 1-03 Construction Limits Fence (install and remove) CFW 32 31 13 LF 1020 $5,00 $5,100.00 1-04 Erosion Control fence (install and remove) CFW 31 2500 LF 2865 $4.00 $11,460.00 1-05 Construction Project Sign (install and remove) CFW 3441 30 EA 2 $825.00 $1,650.00 1-06 Construction Entrances (install and remove) CFW 0241 13 EA 2 $2,500.00 $5,000.00 1-07 West Construction Entry Road (instal! and remove) CFW 02 41 13 LS 1 $5,200,00 $5,200.00 Bridge Demolition [-08 Remove Existing Asphalt (2") (Deck) CFW0241 15 SY 407 $65.00 $2.6,455.00 1-09 Remove Guard Rail CFW0241 13 LF 588 $11.00 $6,468,00 1-10 Remove Damaged Bridge Rail CFW0241 13 LS 1 $2,500.00 $2,500.00 Bridge Construction 1-11 New Bitumionus Concrete on Deck CFW321216 TON 45 $428.00 $19,260.00 1-12 Paint Concrete Abutments (concrete paint finish) TxDT4276002 SF 1462 $6.00 $8,772.00 1-13 Concrete Structure Repair (clean and coat epoxy) TxDT4296001 SF 4172 $11.00 $45,892.00 1-14 Repair Concrete Structure (vert a overhead) TxDT4296005 SF 12 $800.00 $9,600.00 1-15 Repair Concrete Structure (vertical & overhead) TXVT4296007 SF 239 $230,00 $54,970.00 1-16 Pneumatically Place Concrete (repair) TxOT431 6002 CF 23 $982.00 $22,586.00 1-17 Bridge Rail Replacement (misc metal) TxoT 442 6007 LB 459 $21.00 $9,639.00 08 Clean and Paint Superstructure (system 1A touch-up) TxoT446 6010 LS 1 $44,000.00 $44,000.00 1-19 Clean and Paint Railing (system 1Atouch-up) TxDT4466010 LS 1 $10,000.00 $10,000.00 1-20 Clean and Paint New Railing (system 11 clean & paint) TxDT4466002 LS 1 $1,120.00 $1,120.00 1-21 Concrete Crack Repair (discreet) (inject) TxoT7ao 6002 LF 82 $167.50 $13,735.00 1-22 Clean Concete Bent Surfaces TxDT4276002 SF 1140 $10.55 $12,027.00 1-23 Woven Wire Screen Special LF 400 $243.60 $97,440.00 Trail Demolition 1-24 Asphalt Pavement Removal (roadway) CFW 02 4115 SY 3636 $10.00 $36,360.00 1-25 Bollard Removal CFW 024113 EA 6 $550.00 $3,300.00 1-26 Traffic Sign Removal GFW024113 EA 8 $165.00 $1,320.00 Trail Construction 1-27 Fill cFW312323 CY 1215 $110.00 $133,650.00 1-28 Rip Rap @ Bridge Approach CFW 31 37 00 CY 6 $1,615.00 $9,690.00 1-29 5" Reinf. Concrete Trail CFW 321320 SF 12093 $9.75 $117,906.75 1-30 Steel Bollards CFW 116713 EA 2 $1,725.00 $3,450.00 1-31 Native Seeding GFW329213 SF 22736 $0.18 $4,092.48 1-32 Temporary Irrigation (watering) CFW 329213 SF 22736 $0.26 $5,911.36 Base Bid Items Total $836,554.59 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCU14ENTS Farm Revised 20120t20 SPECIFICATIONS BID PROPOSAL WORKBOOK - East 1st St Bridge 100575 004241 DID PROPOSAL Page 2 of 2 PrDject Item Information Bidder's Proposal BidlistItetn Description Specification Unit of Bid Quantity Unit Price Bid Value No. Section No. Measure BID ALTERNATE ITEMS Bridge Construction 1-33 Clean & Paint Superstructure (system IA full repaint) TxDT446 6010 LS 1 $110,000.00 $110,000.00 1-34 Clean & Paint tailing (system 1Afull repaint) T%DT4466010 LS 1 $18,000,00 $18,000.()0 1-35 Stamp & Color Coat Bituminous Concrete on Deck speclal SF 4172 $15.00 $62,580.00 Trail Construction 1-36 Benches CFW 11 6713 EA 4 $1,150,00 $4,600.00 1-37 Historic Plaques CFW 116713 EA 2 $2,025.00 $4,050,00 Bid Alternate Items Total $199,230.00 BID SUMMARY Base Bid Items Total $836,554.59 Bid Alternate Items Total $199,230,00 TOTAL BIDI $1,035,784.69 END OF SECTION MY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Form Revised 20120120 SPECIFICATIONS BID PROPOSAL WORKBOOK -East 1 st St Bridge 100575 AIA Document 310. - 2010 BidI3ond CONTRACTOR (Name, legal status and address): Fort Worth Civil Constructors, LLC P.O. Box 161727 Fort Worth TX 76161 OWNER (Name, legal status and address): City of Fort Worth 200 Texas Street Fort Worth, TX 76102 SURETY (Name, legal status and principal place of business), Argonaut Insurance Company_ 13100 Wortham Center Drive Suite 290 Houston TX 77065 Bond Amount: Five Percent of the Greatest Amount Bid 5% GAB PROJECT: (Name, location or address, and Project number, if any): East 1st Street Bridge Improvements, CPN: 100575, Fort Worth, TX The Contractor. and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either (1) enters in to a contract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of tabor and material furnished in the prosecution thereof; or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty (60) days. If this Bond is issued in connection with a subcontractor's bid to a Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed by the Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the. Project, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted here from and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed arfd as a statutory bond and not as a common taw bond. S'g7ld se ed this 3 d }r-of April 2020 Fort Worth Civil Constructors—LLC. (Seal) {NinNpal)� (Seal) (Name & Title): n S-� A R ttV,1 Argonaut Insurance Comnanv (With s) (Seal) & Title): Andrea Rose Crawford, Attorney -in -Fact Language conforms to AIA Document A310 Bid Bond B 1D7000I ZZ031 i f Argonaut Insurance Company Deliveries Only: 225 W. Washington, 24th Floor Chicago, II., 60606 United States Postal Service: P.Q. Box 469011, San Antonio, TX 78246 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the Argonaut Insurance Company, a Corporation duly organized and existing under the laws of the State of Illinois and having its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint: Andrea Rose Crawfoid,Troy Russell Key,Debra Lee Moon Jahn William Newby,Sandra Lee Roney, Linda Michelle Staldcr Joshua D. Trif Sherie Michelle Greenough Their trite and [awful agent(s) and attorney(s)-i n-fact, each in their separate capacity it more than one is named above, to make, execute, seal and deliver for and on its behalfas surety, and as its act and deed any and all bonds, contracts, agreements of indemnity and other undertakings in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of. 85 000 000.00 This Power of Attorney is granted and is signed and scaled under and by the authority of the fciIowing Resolution adopted by the Board of Directors of Argonaut Insurance Company: "RESOLVED, "Chat the President, Senior Vice President, Vice President, Assistant VicePresident, Secretary, Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by Ilse of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the Company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the Argonaut Insurance Company, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF Argonaut Insurance Company has caused its of6ciai seal to be hereunto affixed and these presents to be signed by its duly authorized officer on the 81h day of May, 20 f 7 SURA =.J'494 µp0 �FC n: °SEAL€ by: d': te4a STATE OF TEXAS " 6 ;rrincj5,. T= COUNTY OF IIARRIS SS: w Argonaut Insurance Company Joshua C. Bel%, Senior Vice President On this 8th day of May, 20[7 A.D., befo.re me, a Notary Public ufthe State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE ABOVE; OFFICER OF THE COMPANY, to me personally known to be the individual and officer described in, and who executed the preceding instrument, and he acknowledged the execution of same, and being by me duly sworn, deposed and said that he is the officer of the said Company aforesaid, and thal'.the sea[ affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as officer weri dulyaffuxed'and subscribed to the said instrument by the authority and direction of the said corporation, and that Resolution adopted by the Board ofbireetors of said Company, referred to in the preceding instrument is now in force. IN 'TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written r T. (Notary Public) 1, the undersigned Officer of the Argonaut Insurance Company, Illinois Corporation, do hereby certify that the original POWER OF ATTORNEY of which the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked. IN WITNESS WHEREOF, 1 have hereunto set my hand, and affixed the Seal of said Company, on the 30th day of April , 2020 °:SEAL a James 13luzard . Vice President -Surety THIS DOCUMENT IS NOT VALID UNLESS THE. WORDS ARGO POWER OF ATTORNEY ARE IN BLUE, IF YOU HAVE QUESTIONS ON AUTHENTICITY OF THIS DOCUMENT CALL (210) 321 - 8400. IMPORTANT NOTICE To obtain information or make a complaint: You may call Argonaut Insurance Company and its affiliates by telephone for information or to make a complaint: ARGONAUT INSURANCE COMPANY Please send all notices of claim on this bond to: Argo Surety Claims (413) 773-6359 Deliveries Only: 225 W. Washington, 2411 Floor, Chicago, IL 60606 United States Postal Service: P.O. Box 469011, San Antonio, TX 78246 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: (512) 490-1007 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: Cons umerProtection(aitdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact your agent or Argo Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document and is given to comply with Texas legal and regulatory requirements. 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 ail nonresident bidders in order for your bid to meet specifications, The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of our principal place of business, are not required to underbid resident bidders, B. The principal place of business of our company or our parent company or majority owner is in the State of Texas.0 BIDDER: Fort Worth Civil Constructors,.LL-C PO Box 161727 Fort Worth, Texas 76161 END OF SECTION By: Austin�Alumbuagh Title: President (Signature) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 SPECIFICATIONS BID PROPOSAL WORKBOOK- East 1st St Bridge 100575 00 45 11 -1 BIDDERS QUALIFICATIONS Page 1 of 3 SECTION 00 4511 BIDDERS QUALIFICATIONS 1. Summary. All. contractors are required to be qualified by the City prior to submitting bids. To be eligible to bid the contractor must submit Section 00 45 12, Qualification Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is not qualified for the work type(s) listed must submit Section 00 45 13, Bidder Qualification Application in accordance with the requirements below. The qualification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. The information must be submitted within seven (7) days al�xthebidope<iuigdate. For example, a contractor wishing to submit bids on projects to be opened on the 3 Ist day of March must file the information by the 7th day ofApil in order to bid on these projects. In order to expedite and facilitate the approval of aBidder's Qualification Application, the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) Classified Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the firm's organizational documents (Corporate Charter, Articles of Incorporation, Articles of Organization, Certificate of Formation, LLC Regulations, Certificate of Limited Partnership Agreement). c. A completed Bidder Qualification Application. (1) The firm's Texas Taxpayer Identification Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.tx.us/taxpertnit/ and fill out the application to apply for your Texas tax ID. (2) The firm's e-mail address and fax number. (3) The firm's DUNS number as issued by Dun & Bradstreet. This number is used by the City for required reporting on Federal Aid projects. The DUNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial qualification. These resumes should include the size and scope of the work performed. c. Other information as requested by the City. 2. Qualification Requirements a. Financial Statements. Financial statement submission must be provided in accordance with the following: (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised Ally 1, 2011 00 45 11 -3 BIDDERS QUALIFICATIONS Page 2 of (2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certified public accounting firm registered and in good standing in any state. Current Texas statutes also require that accounting firms performing audits or reviews on business entities within the State of Texas be properly licensed or registered with the Texas State Board of Public Accountancy. (3) The accounting firm should state in the audit report or review whether the contractor is an individual, corporation, or limited liability company. (4) Financial Statements must be presented in U.S. dollars at the current rate of exchange of the Balance Sheet date. (5) The City will not recognize any certified public accountant as independent who is not, in fact, independent. (6) The accountant's opinion on the financial statements of the contracting company should state that the audit or review has been conducted in accordance with auditing standards generally accepted in the United States of America. This must be stated in the accounting firm's opinion. It should: (1) express an unqualified opinion, or (2) express aqualifted opinion on the statements taken as a whole. (7) The City reserves the right to require a new statement at anytime. (8) The financial statement must be prepared as of the last day of any month, not more than one year old and must be on file with the City 16 months thereafter, in accordance with Paragraph 1. (4) The City will determine a contractor's bidding capacity for the purposes of awarding contracts. Bidding capacity is determined by multiplyingthe positive net working capital (working capital = current assets --current liabilities) by a factor of 10. Only those statements reflecting apositive net working capital position will be considered satisfactory for qualification purposes. (10) In the case that a bidding date falls within the time a new financial statement is being prepared, the previous statement shall be updated with proper verification. b. Bidder Qualification Application. A Bidder Qualification Application must be submitted along with audited or reviewed financial statements by firms wishing tobe eligible to bid on all classes of construction and maintenance projects. Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report, the notation of "None" or "NIA" should be inserted. (2) A minimum of five (5) references of related work must be provided. (3) Submission of an equipment schedule which indicates equipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking qualification. The schedule must include the manufacturer, model and general common description of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. CITY OF FORT WORTH Fast I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 0045 11 - 4 BIDDERS QUALIFICATIONS Page 3 of 3 3. Eligibility to Bid a. The City shall be the sole judge as to a contractor's ,qualification. b. The City may reject, suspend, or modify any qualification for failure bythe contractor to demonstrate acceptable financial ability or performance. c. The City will issue a letter as to the status of the qualification approval. d. If a contractor has a valid qualification letter, the contractor will be eligible to bid the qualified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH East 1' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 lU 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 004512-1 QUALIFICATION STATEMENT Page l of 1 SECTION 00 4512 QUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the qualified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Qualification Name Expiration Date Concrete Structure Surface Alamo Bridge & Road NIA Cleaning, Repair, and Painting Asphalt Pavement (Bituminous Concrete) Peachtree Construction, LTD 111/2021 Placement on Structure Ornamental Metal Railing and Woven Wire Screen Fort Worth Civil Constructors, LLC NIA Fabrication and Painting Concrete Trail Construction Fort Worth Civil Constructors, LLC NIA The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently qualified for the work types listed. BIDDER: Fort Worth Civil Constructors, LLC Company PO Box 161727 Address Fort Worth, Texas 76161 City/State/Zip By: Austin Alumbaugh (P e Print) Signature: Title. president (Please Print) Date: April 30, 2020 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East 1 e Street Bridge Improvements 100515 29 Date of Balance Sheet SECTION 00 4513 BIDDER QUALIFICATION APPLICATION Fort Worth Civil Constructors, LL.0 Name under which you wish to qualify December 31, 2019 Mark only one: PO Box 164513, Fort Worth, Texas 76161 Post Office Box City 4860 Mark IV Parkway, Fort Worth, TX 76106 Street Address (required). City Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code State Zip Code (817).562.2292 (817)562.2293 austin@fwcivcon.com Telephone Fax Email 32058832992 Texas Taxpayer Identification No. 47-5636153 Federal Employers Identification No. DUNS No. (if ap MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 200 TEXAS STREET FORT WORTH, TEXAS 76102 AND MARK THE ENVELOPE: "BIDDER QUALIFICATION APPLICATION' 004513-2 BIDDER QUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is checked) FRI 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 qualified. MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling— 36-Inches — 60 —inches, and 350'LF or less Tunneling - 36-Inches -- 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches-36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV; 12=inches and smaller CCTV, 18 inches and smaller CCTV, 24-inches and smaller CCTV, 42-inches and smaller CCTV, 48-inches and smaller CITY OF FORT WORTH East 151 Street Bridge Impravements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 revised December 20, 2012 0045 13 - 3 BIDDER QUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller X 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 andsmaller Sewer Interceptors., Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning, 24-inches and smaller Sewer Cleaning, 42-inches and smaller ,Sewer Cleaning, All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/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 squareyards) Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH East I Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS L00575 Revised December 20, 2012 004513-4 BIDDER Q UALIFTCATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting: DESCRIPTION OF EQUIPMENT NAME AND DETAILED .ADDRESS OF OWNER All Sized Excavators Romco - 1350 N. E. Loop 820 Fort Worth TX 76106 All Sized Loaders Romco - 1350 N. E. Loop 820, Fort Worth, TX 76106 All Sized Compactors Romco - 1350 N. E. Loop 820 Fort Worth TX 76106 2. How many years has your organization been in business as a general contractor under your present name? 4+ years List previous business names: AU 1 Contractors; 3. How many years of experience in 30+ ..construction work has your organization had: (a) Asa General Contractor. X (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 See attach d_ *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? No 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? No 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? No If so, state the name of the individual, name of owner and reason. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 0045 13 - 5 BIDDER QUALIFICATION APPLICATION Page 5 of 8 8. In what other lines of business are you financially interested? Commercial Real Estate 9. Have you ever performed any work for the City? Yes If so, when and to whom do you refer? N. Riverside Bridge Fascia 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS See attached Vendor List 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. N A. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENC. MAGNITUDE AND TYPE OF WORK IN WHAT CAPACITY Austin Alumbaugh President 4.5 PM Dustin Alumbau h Vice Presider t 4.5 Superintendent 13 _ If any owner, officer, director, or stoclholder 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. NIA CITY OF FORT WORTH East 1 I Street B ridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 0045 13 - 6 BIDDER QUALIFICATION APPLICATION Page 6 of S 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 Texas Date of organization 11/17/15 File No. Officers or Managers (with.titles, if any) Austin Alumbau h President Individuals authorized to sign for Partnership Dustin Alumbau b, Vice President 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 grantsignature 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 East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 14. Equipment 004513=7 BIDDER QUALIFICATION APPLICATION Page 7of8 E1 TOTAL ITEM QUANTITY ITEM DESCRIPTION BALANCE SHEET VALUE 1 See attached. 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 34 Various - TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you .may shove 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. Cn`Y OF FORT WORTH East I" Sheet Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 City of Fort Worth, Texas East 1 st Street Bridge Improvements In House Financials Park & Recreation Department Attn: Dwight Taylor • 2019 Income Statement 2019 Balance Sheet • 2019 Statement of Cash Flows If you have any questions, please do not hesitate to contact me at austin@fwcivcon.com or 817.562.2292. X �n Dates`' L-y �; Austin Alumbaugh, Pr�sident 07/2312020 03:51.45 PM Fort Worth Civil Constructors Page 1 of 3 Income Statement 01/01/19 To 12/31119 Current Year Current Period % YTD % Income Construction Income 9,804,547 100.9 9,804,547 100.9 Dividend Refund (267) 0.0 (267) 0.0 Percent Complete Adjustment 0 0.0 0 0.0 Rebate (1,085) -0.0 (1,085) -0.0 Uncategoriaed Income 1,109 0.0 1,109 0.0 Interest Income (83,577) -0.9 (83,577) -0 9 Other Income 0 0.0 0 0.0 Total Income 9,720,726 100.0 9,720,726 100.0 Direct Job Expenses Blueprints and Reproduction 0 0.0 0 0.0 Bond Expense 30,890 0.3 30,890 0.3 Construction Materials Cost 1,398,384 14.4 1,398,384 14.4 Construction Services 442,115 4.6 442,115 4.6 Field Labor 1,444,824 14.9 1,444,824 14.9 Field WC 28,941 0.3 28,941 0,3 Field FUTA 274 0.0 274 0.0 Field SUTA 199 0.0 199 0,0 Field FICA 450 0.0 450 0.0 Field Labor - 1099 " 0 0.0 0 0.0 Field Vehicle Cost 287,596 3.0 287,596 3.0 Equipment Fuel 80,603 0.8 80,603 0.8 Equipment Mobilization 44,545 0.5 44,545 0.5 Equipment - Owned for Job 0 0.0 0 0.0 Equipment Rental for Job 213,608 2.2 213,608 2.2 Equipment Repair 59,627 0.6 59,627 0.6 Incorporated Job Consumable 0 0.0 0 0.0 Job Consumable 38,466 0.4 38,466 0.4 Legal Services for Jobs 0 0.0 0 0.0 Professional Services Direct 3,064 0.0 3,064 0.0 Lodging 95 0.0 95 0.0 Other Construction Cost 0 0.0 0 0.0 Job Inspections or Permits 0 0.0 0 0.0 Per Diem 0 0.0 0 0.0 Vehicle Allowance 0 0.0 0 0.0 Safety Equipment 1,615 0.0 1,615. 0.0 Small Tools 33,719 0.4 33,719 0.4 Damaged Utility Repair 492 0.0 492 0.0 Subcontractors Expense 2,439,352 25.1 2,439,352 25.1 Total Direct Job Expenses 6,548,861 67A 6,548,861 67A Gross Profit 3,171,865 32.6 3,171,865 32.6 Indirect Expenses Shop Labor 69,570 0.7 69,570 0.7 Shop WC 1,271 0.0 1,271 0.0 Shop FUTA 3 0.0 3 0.0 Shop FUTA 2 0.0 2 0.0 07/2312020 03:51:45 PM Fort Worth Civil Constructors Page 2 of 3 Income Statement 01101119 To 12131IM9 Shop FICA Shop Supplies Shop Vehicles Shop Tools Shop Equipment Total Indirect Expenses G & A Expenses Office Labor Admin WC Admin FUTA Admin SUTA Admin FICA Safety Training Office Repairs and Maintenance Travel Office Supplies Utilities Vehicle Expenses Vehicle Fuel Meals and Entertainment Memberships Donations Gain/Loss on Sale of Assets Waste Disposal Payroll Expenses Warranty Maintenance Equipment Maintenance Bank Service Charges Business Licenses and Permits Postage & Shipping Expenses Estimating Labor Plans - Estimating Cell Phone Expense Reimb Tele-Com Expenses Security Fire Alarm - Protection Consulting Fees Client Maintenance License & other fees Litigation Settlement Professional Services Indirect HR Professional Services Credit Card Interest & Expense Depreciation Expense Amortization expense 401 k Maintenance Expenses Insurance Expense Current Year Current Period % YTD % 6,304 0A 5,304 0.1 1,614 0.0 1,614 0.0 0 0.0 0 0.0 579 0,0 579 CW 0 0.0 0 0.0 78,342 0.8 78,342 0.8 (237,589) -2.4 (237,589) -2.4 1,633 0.0 1,633 0.0 42 0.0 42 0.0 27 0.0 27 0.0 13,442 0.1 13,442 0.1 10,249 0.1 10,249 0.1 402 0.0 402 0.0 2,616 0.0 2,616 0.0 1,445 0.0 1,445 0.0 67,520 0.7 67,520 0.7 3,327 0.0 3,327 0.0 56,539 0.6 56,539 0.6 85,345 0.9 85,345 0.9 26,728 0.3 26,728 0.3 0 0.0 0 0.0 1,800 0.0 1,800 0.0 0 0.0 0 0.0 9,556 0.1 9,556 .0.1 1,585, 312 16.3 1,585,312 16.3 0 0.0 0 0.0 99,106 1.0 99,106 1.0 232 0.0 232 0.0 2,172 0.0 2,172 0.0 1,167 0.0 1,167 0.0 0 0.0 0 0.0 220 0,0 220 0.0 3,672 0.0 3,672 0.0 61,388 0.6 61,.388 0.6 0 0.0 0 0.0 0 0.0 0 0.0 9.373 0.1 9,373 0.1 1,000 0.0 1,000 0.0 0 0.0 0 0.0 0 0.0 0 0.0 15,318 0.2 15,318 0.2 1,000 0.0 1,000 0.0 7,344 0.1 7,344 0.1 0 0.0 0 0.0 0 0.0 0 0.0 59 0.0 59 0.0 362,487 3.7 362,487 3.7 07/23/2020 03:51,45 PM Fort Worth Civil Constructors Page 3 of 3 Income Statement 01/01/19 To 12/31/19 Employee Benefits Expense Rent Expense [nterest Expense OSHA Fines Advertising Executive Bonus Taxes Federal Taxes Franchise Tax Expense Personal Property Tax Texas Sales Tax Total G 8, A Expenses Income from Operations Other Income (Expenses) Reconciliation Discrepancies Reimbursable Expense Total Other Income (Expenses) Current Year Current Period % YTD % 3,297 0.0 3,297 0.0 47,054 0.5 47,054 0.5 0 0.0 0 0.0 0 0.0 0 0.0 1,585 0.0 1,585 0.0 (250,000) -2.6 (250,000) -2.6 0 0.0 0 0.0 0 0.0 0 0.0 (51,525) -0.5 (51,525) -0.5 (43,388) -0.5 (43,388) -0:5 (53) 0.0 (53) 0.0 1,899,902 19.5 1,193,620 12.3 1,899,902 19.5 1,193,620 12.3 0 0.0 0 0.0 (2,895) -0.0 (2,895) -0.0 (2,895) -0.0 (2,895) -0.0 Net Profit (Loss) 1,190,725 12.3 1,190,725 12.3 07/23/2020 03:52,.06 PM Fort Worth Civil Constructors Page 1 of 3 Balance sheet As of 12/31/19 Assets Current Assets Chase Bank -Checking 1695 Chase Bank 0779 Chase Brokerage Account6430 Payroll 0092 Savings Account 7652 Line of Credit Accounts Receivable Construction in Progress Costs in Excess of Bilings Employee Cash Advance Inventory Asset Payroll Asset Prepaid Expenses Prepaid Consulting Fees -Doug Prepaid Consulting Fees -Glenn Prepaid Insurance Benefits Prepaid Lease Retainage Receivable U.ndeposited Funds Total Current Assets Fixed Assets FIA:Furniture and Equipment Fixed Assets:Vehicles Organization costs Organ costs:AccAmortization Small Tools Purchase Welding Equipment Note Rec MAR Forward Prop Note Receivable -GSA Properties Note Rec-Patriot Place/Finish Note Receivable Artisan Buildi Fixed Assets FIA:Accumulated Depreciation Computer Equipment Equipment Equipment Escrow Trench Shoring Equipment Equipment Attachments Total Fixed Assets Liabilities Current Liabilities Accounts Payable Chase Debit Card Fleet Master Card Accrued 401 k 253,676.90 502.76 4,581,750.08 99,947.06 1,437,434,51 0.00 801,797.57 0.00 330,348.00 11, 914.11 000 0.00 0.00 0,00 0.00 0.00 3,495.96 953,875.01 0.00 8,479,741.96 0.00 135, 536.35 600.00 (600.00) 49,377.50 0.00 718,159.43 175,000.00 100,000.00 200,000.00 0,00 (646,28T84) 13,679.04 3,282,553.52 0.00 0.00 13,690.79 4,041,708.79 Total Assets 12,521,450.75 478, 592.78 0.00 0.00 3.56 07/2312020 03i52:06 PM Fort Worth Civil Constructors Page 2 of 3 Balance Sheet As of 12/31/19 Safe Harbor Match Accrued Interest AUI SPMCA Amount due Accrued Medical Accrued Dental Accrued Vision Accrued Child Support Accrued Employee Loan Accrued AFLAC Accrued Legal Shield Accrued HSA Accrued PR Tax Accrued FICA Accrued Federal Accrued SUTA Accrued FUTA Accrued WC Current Equipment lease Due Billings in Excess of Cost Direct Deposit Liabilities Franchise Tax Payable Payroll Liabilities Retainage Payable Total Current Liabilities Long -Term Liabilities Equipment Loans WF BMP8500 3548 2013 TC001 CAT 289D 4829 2016 SS-001 JD ZX60 7182 2016 MEX-001 CAT 289D 5760 2016 SS-002 Volvo SD45F 7830 2008 SFC-001 Volvo EC380E 0481 2015 EX-005 Volvo L70H 2107 2015 W L-002 Volvo ECR305C 0616 2016 EX 004 WF F750VAC 2148 2016 VAC-001 JD ZX50 8528 2017 MEX-002 CAT D6K 0167 2017 DZR-001 CAT 289DXPS 8758 2017 SS-003 WF BMP8500 8069.2017 TC-002 Volvo L90H 624322 - 2017 WL003 Volvo ECR88 3909 2018 MEX-003 Volvo L60H 1721 WL-4 CB95 PBA JO 331 G 339389 2019 SS 004 2019 Volvo ECR235EL Shl1245 EX7 2019 V L90H #5163 WL-005 4 Trench Shields TC-003 Bomag Trench Compactor V 335 4110,hammer Sheeps Foot Campar-tar1051 FL-002 Doosan 0.00 0.00 524,438.00 19,954.09 1,189.98 341.39 52.93 8,776.60 (206.44) 7.10 0.00 (990.72) 450.32 817.79 227.29 318.30 31,845,17 0,00 2,174, 310.00 522.80 50,916.31 4,943.22 222,093.89 3,618,004.36 (8,388.98) 25,644.55 7,572.05 8,726.48 6,950.58 6,687.45 29,925.53 15,230.78 47,782.62 110,483.02 21,642.70 91, 811.43 48,725.38 (5,834,48) 442, 963,41 46,413A 3 167,520,32 (15,895.12) (51,216.72) 0.00 0.00 0.00 0,00 0.00 0.00 07/23/2020 03:52:06 PM Fort Worth Civil Constructors Page 3 of 3 Balance Sheet As of 12131/19 Ford F-250 2016 TK-004-9185 2017 F-250 TK-008-4705 Ford F150 SN1273 TK-009 Ford 150 Lariat SN 3879 TK-010 Escrows Escrows:Doug Alumbaugh Escrow EscrowsGlenn Strother Escrow Total Long -Term Liabilities Total Liabilities Capital Member's Equity Member 1 -Austin Equity Member 1 Draws Member 2 - Dustin Equity Member 2 Draws Opening Balance Equity Retained Earnings Net Profit (Loss) Total Capital (6,917.30) 27;036.23 (9,985.01) (8,599.66) 0,00 0.00 0,00 998,278,39 016,282.75 4,730,460.14 0.00 (2,733,478,00) 0.00 (182,442.00) 0.00 5,208,090.67 1,190,725.47 8,213,356.28 Total Liabilities & Capital 12,729,639.03 07/23/2020 03.53.00 PM Fort Worth Civil Constructors Page 1 of 1 Statement of Cash Flows For the Period of (01101/19-12137119) Cash Flow From Operating Activities Net Income 1,190,725 Other Current Assets (2,106,431) Depreciation and Amortization 596,910 Accounts Payable 478,593 Accrued Payroll Items 32,668 Other Current Liabilities 3,006,743 Net Cash Provided by Operating 3,199,210 Cash Flow From Investing Activites Equipment (3,445,460) Other Fixed Assets (1,193,.159) Net Cash Used by Investing (4,638,619) Cash Flow From Financing Activities Line of Credit/Loans 998,278 Shareholder's Distribution 7,022,631 Net Cash Used by Financing Activities 8,020,909 Net Increase (Decrease) in Cash 6,581,500 Cash at End of the Period 6,581,500 2.5% Complete NAME OF PROJECT: CCMC —Sanitary Sewer, Water, Storm Drain & Street Light Improvements OWNER: Cook Children's Medical Center— (Owner) / Linbeck Construction Group — (Client) POINT OF CONTACT: Joe Donarumo PHONE: 817.213.7662 START DATE: CONTRACT AMOUNT: $ 2.1M COMPLETION DATE: May 2020 Water, sanitary sewer, drainage and paving improvements including lowering of 12" Waterline, connection to existing 12" water main, 24" DIP Casing by open cut, remove & replace 8" DIP sewer line, bypass pumping, 4' manholes, 24" RCP Class III, remove & DESCRIPTION OF WORK: replace concrete sidewalks, ADA ramps, 6" curb & gutter, 6" HMAC pavement repair. NAME OF PROJECT: OWNER: POINT OF CONTACT: CONTRACT AMOUNT: DESCRIPTION OF WORK: 2.5% Complete Texas Health Resources (THR) FW Surgery Tower -- Public Utilities & Texas Heath Resources FW (Owner) / Balfour.Beatty Construction (Client) Stephen Kralik PHONE: 214.882.0137 START DATE: $1.3M COMPLETION DATE,- May 2020 Site utilities & public paving/walkways work including, 12" & 18" Waterline lowering, Sanitary Sewer Encasement,. install 30" RCP Class III, 4' storm junction box, remove & replace 4" concrete sidewalk, placement of 7" concrete pavement, remove & replace concrete curb & gutter, ADA ramps NAME OF PROJECT: Verizon Duct Bank NEC3A 10% Complete OWNER: Verizon (Owner) / Mor.ley Moss Elec, (Client) POINT OF CONTACT: Ron Pratt PHONE: 817.800.4217 START DATE: CONTRACTAMOUNT: $245K COMPLETION DATE: April 2020 16OLF 3000PSI Concrete Duct Bank for 16ea x 3"x4" Conduit, 66" Vertical 300OPSI DESCRIPTION OF WORK: Reinforced Concrete Duct Bank Riser. Hydro -Excavate and backfill trench for Duct Bank NAME OF PROJECT: McLennan Co 1-35 24" Water Relocation — Waco. Texas 0% Complete OWNER. TxDOT (Owner) / Webber, LLC POINT OF CONTACT: Paloma Fernandez PHONE: 832.702.6463 START DATE: CONTRACT AMOUNT: $907K COMPLETION DATE: May 2020 322LF 24" RCCP Water Line Relocation & Valves, 250LF 8" DR-14 PVC Waterline & Valves, 18LF 6" DR-14 PVC Waterline & Valves DESCRIPTION OF WORK: NAME OF PROJECT: OWNER: POINT OF CONTACT: CONTRACT AMOUNT: DESCRIPTION OF WORK: Compass Data Center Rosendin Electric 99% Complete John Salsky PHONE: 682.978.0658 START DATE: December 2019 $ 2.1M COMPLETION DATE: Install site and Interior underground electrical & telecom with vaults for Building 1 Data Center; Sitelighting foundations. NAME OF PROJECT: CCMC 8th Ave. Franchise Relocation 55% Complete Cook Children's Medical Center — (Owner) / OWNER: Linbeck Construction Group — (Client) POINT OF CONTACT: Joe Donarumo PHONE: 817.213.7662 START DATE: December 2019 CONTRACT AMOUNT: $2,189,638.00 COMPLETION DATE: July 2020 Install 1447LF 8E6 Electrical Duct Bank; 88LF 12E6 Electrical Duct Bank; 7EA ONCOR 4 Way Vaults; 4EA ONCOR Vista Gear Vaults; 48OLF 6" & 3" Bores for ONCOR & Charter; Place 2,670CY of Low Strength Flowable Fill; Remove Existing Paving, Trench Repairs consisting of 8" 2:27 Concrete & 6" HMAC Surface. Misc. Irrigation and Landscape DESCRIPTION OF WORK: Repairs Required. NAME OF PROJECT: OWNER: POINT OF CONTACT: 17I►i►A14TO DFW Airport (Owner) — Oscar Hernandez CONTRACT AMOUNT: $373K DESCRIPTION OF WORK: Excavation and backfill of NAME OF PROJECT- OWNER - POINT OF CONTACT: CONTRACT AMOUNT: DESCRIPTION OF WORK: NAME OF PROJECT: OWNER: POINT OF CONTACT CONTRACT AMOUNT: m re POl Wrlr% t1 AC iR1/1DV. 99% Moss PHONE: 469.616.5824 START DATE: October 2019 COMPLETION DATE: January 2020 crete encased duct banks for telecom and power. Natitex Wastewater Extension 95% Comph Natitex, LTD (Owner] -. Realty Appreciation LTD. Christy Jordan PHONE: 817.561.8442 START DATE: November 2019 $230,890,00 COMPLETION DATE: January 2020 Installation of 60ft Aerial Crossing and installation of sanitary sewer line. TxDOT Parker County FM51- Springtown 35% Complete TxDOT (Owner) —Texas Sterling Construction (Client) Chris Compton PHONE: 505,423.2403 START DATE: October 2019 $4,116,476..0.0 COMPLETION DATE: October 2021 Installation of Storm Drain, Water Line and Sanitary Sewer Lines. 2 NAME OF PROJECT: OWNER: POINT OF CONTACT: CONTRACT AMOUNT: DESCRIPTION OF WORK:: NAME OF PROJECT: OWNER: POINT OF CONTACT: CVI41►� L'7eTO will ►Ti DI1] ► k 19 DESCRIPTION OF WORK: Techline Addition 95% Complete Techline, Inc. Stephen Johnson PHONE: 214.354.3331 START DATE: December 2019 $367,131.00 COMPLETION DATE: April 2020 New Addition for office space to existing building. Park Place, Arlington Texas 69% Complete Park 7 Development Derek Wise PHONE: 216.402.4952 START DATE: May 2018 $3,001,502.47 COMPLETION DATE: July 2020 Reroute of 6'xB' RCB, Upsize Water & Sewer Utilities, Remove & Replace of Concrete and Asphalt Paving, Mass Excavation, Moisture Conditioning, Flex Base and Select -Fill 3 4 PAST EXPERIENCE NAME OF PROJECT: NW Renfro St. Paving & Drainage OWNER: City of Burleson, Texas POINT OF CONTACT: Lance Barton PHONE: 817.426.9621 START DATE: April 24, 2019 CONTRACT AMOUNT: $1:1M COMPLETION DATE: November 3, 2019 Paving & Drainage Improvements for NW Renfro St. from NE Wilshire Blvd to NE Alsbury Blvd. Including concrete pavement/riprap/sidewalk removal; Installation of 181/LF 36" Reinforced Concrete Pipe; 355/SY 4" Concrete Sidewalk; 1,123/SY 6" Reinforced Concrete Drive Approach Pavement; 248/SY 9" TxDOT CRCP Concrete Pavement; 1,300/SY 9" Reinforced Concrete Pavement; 1,611/SY 8" Compacted Subgrade; Traffic DESCRIPTION OF WORK: Signal Pedestrian Pole Relocation NAME OF PROJECT: OWNER: POINT OF CONTACT: CONTRACT AMOUNT DESCRIPTION OF WORK: UT Southwest Duct Bank Morley -Moss Brad Lane PHONF: 469.585.0804 START DATE: January 2020 $ 97,000.00 COMPLETION DATE: February 2020 Install'ternp electric & relocate existing telecom & electric feed for UTSW Radiology Building NAME OF PROJECT: Viridian —Sound Mitigation Wall Viridian Municipal Management District —Owner OWNER: Graham Associates - Engineer POINT OF CONTACT: Chris Conners - Engineer PHONE: 817.640.8535 START DATE: March 06, 2019 CONTRACT AMOUNT. $1.9M COMPLETION DATE: July 30, 2019 DESCRIPTION OF WORK: Sound Mitigation Wall NAME OF PROJECT: Facebook Data Center Building 5 & 6 Sitework OWNER: Facebook (Owner) — Rosendin Electric (Client) POINT OF CONTACT: John Salsky PHONE: 682.978.0658 START DATE: January 2018 CONTRACT AMOUNT: $4M COMPLETION DATE: July 2019 Excavate & Backfill the site related electrical and telecom lines, vaults & manholes for DESCRIPTION OF WORK: the building 5 & 6 expansion. 5 NAME OF PROJECT: N. Riverside Bridge Fascia Stone Repair OWNER: City of Fort Worth, Texas POINT OF CONTACT: Juan Pablo De La Cruz PHONE: 817.392.6747 START DATE: December 2019 CONTRACTAMOUNT: $197,925.00 COMPLETION DATE: February2020 Remove & Re -Install Existing Stone Veneer; Install Concrete pedestal (Stone Veneer DESCRIPTION OF WORK: Ledge) NAME OF PROJECT: PPG Paving Upgrades and Site Utilities OWNER: PPG Industries, Inc. (Owner) — Design Group Facility Solutions POINT OF CONTACT: Sarah White PHONE: 817.945.3751 START DATE: September 2019 CONTRACT AMOUNT: $555,754.00 COMPLETION DATE: January 2020 DESCRIPTION OF WORK: Paving improvements and upgrades including storm drain NAME OF PROJECT: Meacham Haul — Off OWNER: Meacham International Airport (Owner) —Texas Sterling Construction POINT OF CONTACT: Jason Nijim PHONE: 214.907.1014 START DATE: August 2019 CONTRACT AMOUNT: $36K COMPLETION DATE: October 2019 DESCRIPTION.OF WORK: Spoil Haul Off NAME OF PROJECT: SNS Erectors Grading & 8" Flexbase Installation OWNER: SNS Erectors POINT OF CONTACT: Jason Stout PHONE: 817.823.5882 START DATE: August 2019 CONTRACT AMOUNT: $224,168.70 COMPLETION DATE: September 2019 DESCRIPTION OF WORK: Road base for new drive and parking lot with a TxDOT entrance. NAME OF PROJECT: Lonestar Data Center OWNER: Charles Schwab Corporation (Owner) — Morley -Moss (Client) POINT OF CONTACT: Oscar Hernandez PHONE: 469.616.5824 START DATE: November 2018 CONTRACTAMOUNT: $647K. COMPLETION DATE: August 2019 DESCRIPTION OF WORK: Excavation and backfill of concrete encased duct banks for telecom and power. A NAME OF PROJECT: OWNER: POINT OF CONTACT: CONTRACT AMOUNT: DESCRIPTION OF WORK: Park7Place Denton Park 7 Development Frank Sweitzer PHONE: START DATE: $56,121.00 COMPLETION DATE Retaining wall and transformer pads 917.403.4382 July 2019 September 15, 2019 NAME OF PROJECT: HEB ISD — Lakewood Elementary Parking Lot Replacement OWNER: Hurst -Euless -Bedford ISD POINT OF CONTACT: Cindy Willis PHONE: 817,399.2036 START DATE: June 14, 2019 CONTRACT AMOUNT: $269,800.00 COMPLETION DATE: August 30, 2019 DESCRIPTION OF WORK: Replacement of existing Barking lot NAME OF PROJECT: Golden State Foods OWNER: Muckleroy & Falls POINT OF CONTACT: Chad Henson PHONE: 817.600.6607 START DATE: March 22, 2019 CONTRACTAMOUNT: $103,029.00 COMPLETION DATE: June 20, 2019 DESCRIPTION OF WORK: Excavation of a 27' hole, installing a 96" Wet Well & Process Piping NAME OF PROJECT: Facebook Data Center Building 5 OWNER: Facebook (Owner) — Rosendin Electric (Client) POINT OF CONTACT: John Salsky PHONE: 682.979.0658 START DATE: January 2018 CONTRACT AMOUNT: $3.6M COMPLETION DATE: July 2019 DESCRIPTION OF WORK: Excavate & Backfill Data Center Electrical & Telecommunication Lines. NAME OF PROJECT: Facebook Data Center Building 6 OWNER: Facebook (Owner) — Rosendin Electric (Client) POINT OF CONTACT: John Salsky PHONE: 682.978.0658 START DATE: January 2018 CONTRACT AMOUNT: $3.6M COMPLETION DATE: July 2019 Excavate & Backfill Data Center Electrical & Telecommunication Lines, Mass Excavation DESCRIPTION OF WORK: for Duct Banks; 12"-24" Flex Base for Duct Bank backfili 7 Flower Mound Lift Station Improvements Ph 1/Decommissioning — NAME OF PROJECT: 7 Locations OWNER: City of Flower Mound, Texas PO I NT OF CONTACT: Brian Waltenburg PHONE: 972.874,6234 START DATE: August 24, 2018 CONTRACT AMOUNT: $1.5M COMPLETION DATE: July30, 2019 DESCRIPTION OF WORK: 7 Locations of Lift Station Improvements & Decommissionin NAME OF PROJECT: TCU Duct Bank Admin Bldg OWNER: Fisk Electric POINT OF CONTACT: Ryan Dickman PHONE: 214.543.8345 START DATE: December 13, 2018 CONTRACT AMOUNT: $145K COMPLETION DATE: December 30, 2019 DESCRIPTION OF WORK: 2601f excavation for duct bank with 1 electrical manhole NAME OF PROJECT: Haltom City Fitness Room Remodel-Rec Center OWNER: City of Haltom City, Texas POINT OF CONTACT: Christi Pruitt PHONE: 817.222.7700 START DATE: May 16, 2019 CONTRACT AMOUNT: $65K COMPLETION DATE: June 20, 2019 DESCRIPTION OF WORK: Converting fitness center into office space NAME OF PROJECT: Haltom City Veterans Memorial Park OWNER: City of Haltom Citv POINT OF CONTACT: Greg Van Nieuwenhuize PHONE: 817.834.9036 START DATE: July 2017 — CONTRACT AMOUNT: $909,456.00 COMPLETION DATE: March 2018 Structural foundations, water features, decorative concrete, landscape pavers, polished DESCRIPTION OF WORK: CMU block arch with GFRC decorative panel, mist. masonry features. NAME OF PROJECT: Facebook Substation Trench, Backfill & Flexbase - Building #3 OWNER: Facebook (Owner) — Rosendin. Electric (Client) POINT OF CONTACT: John Salsky PHONE: 682-978-0658 START DATE: April 2017 CONTRACT AMOUNT: $5.24 million COMPLETION DATE: February 2018 DESCRIPTION OF WORK: Excavation and Backfill of electrical duct bank, concrete foundations. 8 NAME OF PROJECT: OWNER: POINT OF CONTACT CONTRACT AMOUNT: $1,012,000.00 West Lowden Street Waterline TCU — Linbeck Brent Gilbert PHONE: START DATE: COMPLETION DATE: 817,279.3615 May 15, 2018 September 18, 2018 DESCRIPTION OF WORK: Upsizing from 6"-12" waterline for the East TCU Campus NAME OF PROJECT: Martin Marietta Concrete Foundations and Truck Wash Pit OWNER: Martin Marietta —Owner / Southern Welding - Client POINT OF CONTACT: Dwayne Dean PHONE: 214.212.2804 START DATE: November 2018 — CONTRACT AMOUNT: $300K COMPLETION DATE: January 2019 DESCRIPTION OF WORK: Concrete foundations for 3 Martin Marietta locations and 1 concrete truck wash pit. NAME OF PROJECT: Bridgeport Valve House Window Replacement OWNER: TRWD POINT OF CONTACT: Dustin Melton PHONE: 817.888.1883 START DATE: CONTRACTAMOUNT: $43,630 COMPLETION DATE: July 2018 DESCRIPTION OF WORK: Replacing Windows for Bridgeport Valve House NAME OF PROJECT: Martin Preferred Foods Food Plant Construction — Contractor OWNER: Martin Preferred Foods - Owner POINT OF CONTACT: Eric Wigger - Contractor PHONE: 513.518.8541 START DATE: May 28, 2018 CONTRACT AMOUNT: $123K COMPLETION DATE: July Interior Concrete Floor Demo.& Replacement for plumbing line; Electrical conduit DESCRIPTION OF WORK: excavation and backfill NAME OF PROJECT: Verizon Duct Bank M109A OWNER: Turner Construction --Owner / Morley Moss - Client POINT OF CONTACT: Ron Pratt PHONE: 817,800.4217 START DATE: March 2018 CONTRACT AMOUNT: $446K COMPLETION DATE: May 2018 614LF of new 7 each 4" conduit encased duct bank with 12,900LF of inner -duct; DESCRIPTION OF WORK: installation of 2 new manholes, core into existing manholes and paving pour back. 9 NAME OF PROJECT: Marriott Blackstone Structural Repair OWNER: Summit Hotel Properties POINT OF CONTACT: Jarrod Halpenny PHONE: 682.889.6174 START DATE: April 30, 2018 CONTRACT AMOUNT: $51k COMPLETION DATE: May 21, 2018 DESCRIPTION OF WORK: Repair structural deck & roof of parking garage. NAME OF PROJECT: Cook Children's Medical Center— CCMC - 7th Street & Pulaski Street OWNER: CCMC— Owner / Linbeck- Client POINT OF CONTACT: Kevin Imming PHONE: 817.334.8494 START DATE: June 2017— CONTRACTAMOUNT: $1,004,987.00 COMPLETION DATE: January 2018 Demo existing HMAC, storm sewer improvements, install communication banks, 3,360 DESCRIPTION OF WORK: sq yards concrete street paving, 26,122 sqft sidewalks, 4 curb inlets, ADA ramps. NAME OF PROJECT: Avondale Pool Structural Repairs OWNER: Robert Holt POINT OF CONTACT: Frank Neal & Associates PHONE: - 817.332.1944 START DATE: CONTRACTAMOUNT: $115K COMPLETION DATE: October 2017 —January 2018 Sandblasting & removal of highly decomposed steel structural members; Installation of DESCRIPTION OF WORK: complex scaffold system; Reinstall steel beams; Primer & Paint NAME OF PROJECT: ACH-Training Center Parking Lot OWNER: Linbeck Construction POINT OF CONTACT: Amanda Glassey PHONE: 214.536.9100 START DATE: CONTRACT AMOUNT: $339,130.00 COMPLETION DATE: November 2017- December 2017 Removal of existing 40,000sf asphalt parking lot; Installation of a storm drain system; DESCRIPTION OF WORK: Install 40,000sf concrete parking lot NAME OF PROJECT: Glade Road Phase 1A OWNER: City of Colleyville, Texas POINT OF CONTACT: Craig Knight PHONE: 817.503.1096 START DATE: June 2017 — CONTRACT AMOUNT: $1.9m COMPLETION DATE: October 2017 Remove & replace box culvert, road widening, remove & replace driveway approaches, DESCRIPTION OF WORK: sidewalks and handicap ramps. NAME OF PROJECT: OWNER:. POINT OF CONTACT CONTRACT AMOUNT: -DESCRIPTIONOF WORK: NAME OF PROJECT: OWNER: POINT OF CONTACT: CONTRACT AMOUNT: DESCRIPTION OF WORK: NAME OF PROJECT: OWNER: POINT OF CONTACT: CONTRACT AMOUNT: DESCRIPTION OF WORK NAME OF PROJECT; OWNER: POINT OF CONTACT: CONTRACT AMOUNT: DESCRIPTION OF WORK: NAME OF PROJECT: OWNER: POINT OF CONTACT: CONTRACT AMOUNT: DESCRIPTION OF WORK: Bedford Road Retaining Wall & Concrete Repair City of Colleyville, Texas Craig Knight PHONE. 817.503.1096 START DATE: April 2017— $87-5,843.00 COMPLETION DATE: October 2017 Cast in place concrete retaining wall. Red Bed Wind Farm Tower Foundations AUI Partners, LLC Mitch Chappell PHONE: 817.320.4128 START DATE: May 2017 — $443K COMPLETION DATE: July 2017 Install rebar and concrete placement for wind turbine foundations and pedestals for wind farm in Tuttle Oklahoma. Bedford -Euless Rd. Bridge Repairs City of Hurst Jim Juneau PHONE: 817.788.7078 START DATE: March 2017 — $120k COMPLETION DATE: May, 2017 Lead paint abatement; structural steel repairs; bridge painting Upper Trinity Regional Water District - DOE Branch WRP CDM Construction Aaron James PHONE: 214.883.1847 START DATE: Jan. 2017 — $1751c COMPLETION DATE: April, 2017 Installed 160ft 42" HOBAS influent line, removed/replaced 24" PVC sewer line.. Blue Apron Automation Upgrades — Concrete & Structural Steel Food Plant Construction (Client) Eric Wigger PHONE: 513.488.8888 START DATE: June 6, 2016— $317k COMPLETION DATE: May 2017 Flat work concrete for slab pour -back and mechanical pad for MEP work, roof joist bracing and welding. 10 11 NAME OF PROJECT: Facebook Substation Trench, Backfill & Flexbase — Building #1 & OWNER: Facebook (Owner) — Rosendin Electric (Client) POINT OF CONTACT: John Salsky PHONE: 682-978-0658 START DATE: Dec 29, 2015 CONTRACT AMOUNT: $5.2 million COMPLETION DATE: Dec 2016 DESCRIPTION OF WORK: Excavation and backfill of electrical duct bank, concrete foundations. NAME OF PROJECT: OWNER: POINT OF CONTACT: CONTRACT AMOUNT: DESCRIPTION OF WORK NAME OF PROJECT: OWNER: POINT OF CONTACT: CONTRACT AMOUNT: DESCRIPTION OF WORK: Long Cove Marina Ship & Maintenance Building & Sitework Long Cove Development —Team Phillips is CM Nancy Phillips PHONE: 214.535.1758 START DATE: April 4, 2016 $853k COMPLETION DATE: August 25, 2016 Construction of a Marina sales office and site paving, hiking trail, water, sanitary sewer, storm drain. Commerce Street Valve Box and Man Hole Adjustments Client —Texas Sterling Construction Doug Spivey PHONE: 682 292.9164 START DATE: March 14, 2016 $150k COMPLETION DATE: June 2017 Valve Box and Manhole Adjustments & 16" Waterline Rehabilitation - COFW NAME OF PROJECT: Cook Children's Medical Center —Asphalt Parking Lots OWNER: CCMC (Owner)— Linb.eck (Client) POINT OF CONTACT: Kevin Imming PHONE: 817.332.8494 START DATE: Oct 15, 2016 — CONTRACT AMOUNT: $183k COMPLETION DATE: November 15, 2016 DESCRIPTION OF WORK: Asphalt parking lot Cook Children's Medical Center - CCMC Urgent Care —Concrete & Asphalt Parking Lots & NAME OF PROJECT: Southland Parking Lot OWN ER: CCMC (Owner) — Linbeck (Client) POINT OF CONTACT: Kevin lmming PHONE: 817.332.8494 START DATE: July 5, 2016 -- CONTRACTAMOUNT: $756k COMPLETION DATE: November, 2016 DESCRIPTION OF WORK: Building foundation, 2 concrete parking lots 12 NAME OF PROJECT: Cook Children's Medical Center— Emergency Drop Off OWNER: CCMC (Owner) — Linbeck (Client) POINT OF CONTACT: Kevin Imming PHONE: 817.332.8494 START DATE: July 2016 — CONTRACT AMOUNT: $182k COMPLETION DATE: March, 2017 DESCRIPTION OF WORK: Emergency drop off improvements and sidewalks — (multiple phases NAME OF PROJECT: VPA 2 — Offsite Sanitary Sewer & TRA Metering Station Viridian Municipal Management District —Owner OWNER: The Johnson Development Corp — Construction Manager POINT OF CONTACT: Donnie Otwell PHONE: 817.200.6543 START DATE: September 20, 2016 CONTRACT AMOUNT: $832k COMPLETION DATE: June 2017 DESCRIPTION OF WORK: 36" & 24" Offsite Sanitary Sewer & TRA LIFT Station NAME OF PROJECT: VPA 2—Offsite Water Line & Aerial Crossing Viridian Municipal Management District — Owner OWNER: The Johnson Development Corp -- Construction Manager POINT OF CONTACT: Donnie Otwell PHONE: 817.200.6543 START DATE: September 20, 2016 CONTRACT AMOUNT: $414k COMPLETION DATE: January 2017 DESCRIPTION OF WORK: 12" Offsite Water Line NAME OF PROJECT: Viridian Village ID — Grading, Retaining Wall & Bridge Abutment Viridian Municipal Management District —Owner OWNER: The Johnson Development Corp — Construction Manager POINT OF CONTACT: Donnie Otwell PHONE: 817.200.6543 START DATE., August 8, 2016 CONTRACTAMOUNT: $505k COMPLETION DATE: October21, 2016 DESCRIPTION OF WORK: Grading & Retaining (Nall & Bridge Abutment 07/23/2020 04:29:51 PM Vendor Name AAA Drilling Foundation Compan ACT Pipe & Supply Adobe Advanced Glass Systems, Inc. Aflac Airgas USA Ally Amazon.Com American Striping Company Amtek Information Service, Inc Arlington Landfill AT&T Mobility Austin Alumbaugh B Doug Alumbaugh Baird Hampton & Brown, Inc eamsco BDA2 Cattle Ranch, LLC Bean Electrical Inc. Blackburn May & Co., L.L.P. Blue Cross and Blue Shield of Box Mechanical Services Branch Structural Solutions, L Bridgestone Hosepower LLC Business Flooring Specialists Buyers Barricades " Caterpillar Financial Services Charles Pitts Trucking LLC Chase Checks for Less.com Chem Can Services, LLC Cherlyn Christian City of Arlington City of Fort Worth City of Fort Worth Water Depar City of Keller - Water Utiliti Cole's Portable Sanitation Ser Universal Premium Costco Wholesale Cowtown Graphics and Signs CWD Dallas Lite & Barricade Ind David L Plunket Dearborn National Life Insuran Delta Steel, Inc. DOIJOSHA DOT filfngs.com Dustin Alumbaugh Dustin Dean Trucking Ellerbee-Walczak, Inc, Enterprise FM Trust Extra Space Storage FABco, LLC Family 1st of Texas FCU FCCI Insurance Group Fenimore-Bfythe Comm Masonry Ferguson Waterworks #2870 Fart Worth Civil Constructors Pagel of 6 Fort Worth Civil Constructors Vendor List _ Payment Address 1 City State/Province 3157 Horton Rd Forest Hill TX PO Box 301282 Dallas TX 7474 Baker Blvd Richland Hills TX Worldwide Hdq Columbus GA PO Box 734671 Dallas TX Payment Processing Center Phoenix AZ 11551 Ravenview Road Dallas TX PO Box 1832 Tomball TX 800 Mosier Valley Road Euless TX PO Box 6463 Carol Stream IL 3909 Trail Lake Drive Fort Worth TX 4416 Knoll Ridge Drive Aledo TX 6300 Ridglea Place, Suite 700 Fort Worth TX PO Box 541087 Dallas TX 4418 Knoll Ridge Drive Aledo TX PO Box 40016 Fort Worth TX Highland Park Place Dallas TX 1001 East Lookout Drive Richardson TX 202 Mini Ranch Dr Weatherford TX PO Box 2773 Burleson TX 50 Industrial Loop North Orange Park FL 7341 Dogwood Park Fort Worth TX PO Box 733729 Dallas TX PO Box 730681 Dallas TX PO Box 154 Bridgeport TX 16660 Dallas Pkwy, Suite 1600 Dallas TX PO Box 187 Blanco TX PO Box 90020 Arlington TX PO Box 99005 Fort Worth TX PO Box 961003 Fart Worth TX PO Box 164189 Fort Worth TX 8024 C.R. 518 Burleson TX PO Box 70995 Charlotte NC 5065 Martin Luther King Freewa Fort Worth TX 2016 California Crossing Dallas TX PO Box 223724 Dallas TX 850 Spring Valley Rd Paradise TX 1020 31st Street Downers Grove IL PO Box 849086, 5th Floor Dallas TX Fort Worth Area Office Fort Worth TX 4463 Glacier Street Fort Worth TX PO Box 2978 Burleson TX PO Box 14809 Haltom City TX Enterprise Fleet Management Cu Kansas City MO 6021 North Freeway Fort Worth TX PO Box 732681 Dallas TX 3501 Western Center Blvd. Fort Worth TX PO Box 405563 Atlanta GA 2300 Higgins Lane Fort Worth TX PO Box 847411 Dallas TX 07/23/2010 04:29:51 PM Fort Worth Civil Constructors Page 2 of 6 Fort Worth Civil Constructors Vendor List Vendor Name Fidelity investments Instituti SB Fleet -Lute Fort Worth Fire Extinguisher C Fort Worth Surveying, LLC Fortiline, Inc Foundation Software, Inc. Frank W Neal & Assoc. Frontier Communications Gaucin Trucking LLC Genesis Earth Solutions, LLC H&H Concrete on Demand Inc H&H Electrical Contractors Inc Halff & Associates Hanover Insurance Group Harrison Steck, P_C_ HCSS HDS White Cap Const Supply Halt Cat HVAC Rep Enterprises Ingram Concrete LLC J. E. Guzman Construction JIM Materials Jane L Ratliff John Deere Financial "A -Core Inc Kelly Black KSM Exchange LLC Legal Shield Lehigh Hanson Lone Star Fire Spinkler, Inc_ Lone Star Overnight Mandl Even Maravilla Construction LLC March Forward Property 1, LLC Martin Marietta Materials McAfee Metropolitan Tower Life ins Co Microsoft Email Server Mike Tinker Mullis Newby Hurst National Bolt & Industrial Sup NOS Leasing Kyocera Document Solutions ironsmith, Inc Northeast Tarrant Chamber of C Nova Healthcare North Texas Tollway Authority NUCA North Texas OES Equipment Office Depot Office of Attorney General Oldcastle Precast, Inc Oscar Orduno, Inc Parish Electric Co of Fort Wor Portales Manholes Professional Inline Services, Payment Address 1 City State/Province Operations Company Chicago IL CIO: First Bank Frisco TX 2400 Ludell St, Unit 312 Fort Worth TX 107 East College Avenue Alvarado TX PO Box 744053 Atlanta GA 17999 Foltz Industrial Parkway Strongsville OH 1015 W Broadway Ave Fort Worth TX PO Box 740407 Cincinnati OH 5170 W Hwy 199 Springtown TX 632 Tweed Drive Fort Worth TX 2804 Prestige Rd Fort Worth TX 8475 County Rd 271 Terrell TX PO Box 580G45 Charlotte NC 515 Houston Street, Suite 701 Fort Worth TX 13151 W Airport Blvd Sugar Land TX PO Box 4852 Orlando FL PO Box 650345 Dallas TX 6045 Forefront Ave Frisco TX PO Box 844406 Dallas TX 8356 Lake Anna Or Dallas TX PO Box 2107 Decatur TX 7656 Levy Acres Cir W Burleson TX PO Box 650215 Dallas TX 5360 South Riley Lh Murray UT 445 Shade Trail Circle Hurst TX PO Box 270360 Oklahoma City OK PO Box 2629 Ada OK 15620 Collection Center Drive Chicago IL 3200 Rufe Snow Drive Fort Worth TX PO Box 149225 Austin TX 444 E Renfro St Burleson TX 1203 Lassen Ln McKinney TX PO Box 164513 Fort Worth TX PO Box 677061 Dallas TX PO Box 954367 St Louis MO 1248 Lakeside Bluff Dale TX 5057 Keller Springs Rd, Suite Addison TX 391 N Beach St Fort Worth TX PO Box 41602 Philadelphia PA 2825 Story Rd W Irving TX 47-701 Corporate Way ##3 Palm Desert CA 5001 Denton Hwy Haltom City TX PO Box 840066 Dallas TX PO Box 660244 Dallas TX PO Box 331694 Fort Worth TX 37421 Centralmont Place Freemont CA TX Child Support SDU San Antonio TX PO Box 742387 Los Angeles CA 4600 Fuller Dr. Ste 375 Irving TX PO Box 50367 Fort Worth TX 1413 Paisley St Denton TX PO Box 118095 Carrollton TX 07/23/2020 04:29.,51 PM Fort Worth Civil Constructors Page 3 of 6 Fort Worth Civil Constructors Vendor List Vendor Name Professional Plastics Project Compliance, LLC Protective Life insurance Comp R B Everett & Co RDO Equipment Co Red Dot Building Systems Redi Mix Concrete Renaissance Life & Health Insu Rental One Reynolds Asphalt & Constructio Rice Tunneling & Boring, Inc Rinker Materials Romco Equipment Company Wendy Burgess RPM xConstruction, LLC Silvas Trucking, LLC Silver Creek Materials Southwest Construction Service Staples Star -Telegram Star Tire Company, Inc Storm Water Management, Inc_ Tarrant Appraisal District Tarrant Concrete Co_, Inc. TEEX ECommerce Tepeyac Construction Texas Comptroller of Public AC Texas Concrete Pumping Texas Department of Motor Vehi Texas First Rentals LLC Texas Workforce Commission Oldcastle Materials Texas, Inc TexOp Construction, LP Town of Flower Mound Travelers Road Machinery & Supplies Co. United Rentals (North America) United States Treasury Urban Infraconstruction LLC US Post Office Vermeer Texas-Louisian a Volvo Financial Services W.O.E. Construction, Inc. WageWorks, Inc. Waste Connections Wells Fargo Equipment Finance, Wheat Lumber CO. Wheco Controls Xylem Dewatering Solutions, In Xylem Water Solutions USA Inc Summit Electrical Supply Co In Brundage Bone Concrete Pumping T&D Systems, Inc Oldcastle Infrastructure BKH Inspection Services, LLC Application Control Engineerin _ Payment Address 1 City State/Province Dept LA 23218 Pasadena CA PO Box 1.6406 Fort Worth TX PO Box 2224 Birmingham AL PO Box 7300 Pasadena TX PO Box 7160 Fargo ND 1209 W Corsicana St Athens TX PO Box 844425 Dallas TX 225 South East Street #360 Indianapolis IN PO Box 489 Cotleyville TX PO Box 370 Euless TX 1366 N Main Street Duncanville TX PO Box 936217 Atlanta GA PO Box 841496 Dallas TX TaxAccessor-Collector Fort Worth TX 5208 Tennyson Parkway, Ste 130 Plano TX 2509 Janice Ln Fort Worth TX PO Box 150665 Fort Worth TX 11430 Newkirk Street Dallas TX PO Box 3035 Livonia MI PO Box 541508 Dallas TX PO Box 16406 Fort Worth TX 2500 Handley Edervile Rd Richland Hills TX PO Box 6194 Fort Worth TX 15515 IH 20 at Lumley Mesquite TX' 2443 Sharon Ave Dallas TX PO Box 149348 Austin TX PO Box 785 Wylie TX PO Box 650869 Dallas TX Box 591 Fort Worth TX 1320 Arrow Point Dr 600 Cedar Park TX PO Box 4274 Roanoke TX 2121 Cross Timbers Rd Flower Mound TX PO Box 660317 Dallas TX SIDS 12-0749 Minneapolis MN PO Box 840514 Dallas TX 2512 Gravel Drive Fort Worth TX Dept #41351 Dallas TX PO Box 7247-0236 Philadelphia PA 939 Avenue N Grand Prairie TX PO Box 8363 Pasadena CA PO Box 679859 Dallas TX NW - 8178 Minneapolis MN 809 S Dooley St Grapevine TX 8501 Jacksboro Hwy Fort Worth TX 28611 Network Place Chicago IL 26717 Network Place Chicago IL PO Box M345 Dallas TX PO Box 202735 Dallas TX 12239 Bod Drive Aledo TX PO Box 742387 Los Angeles CA PO Box 2472 Burleson TX 709 Carlisle Court Lake Dallas TX 07/23/2020 04:29:51 PM Fort Worth Civil Constructors Page.4 of 6 Fort Worth Civil Constructors Vendor List Vendor Name Artisan Commercial Constructio Laurie Murphy Architect Nu -Way Concrete Pumping Inc Texas Select Construction Geo-Solutions, Inc Fox Rental #1 Lonestar West Enterprises, LLC City of Burleson One -Time Vendor J&E Companies Justin Masonry Artex Overhead Door Company McSweeney Commerical Painting Narke Roofing and Sheet Metal C&S Air Inc Arlington Landscape Services Pat McGraw New Era.Drug Testing Daniel Trejo Mezger Enterprises, Lid EZ Shredding ProTex Erosion Control LLC B & R Equipment Co_, Inc Housewright Building Services ProTex Environmental LLC Alfonso Chavez Brittany Denno City of Lewisville Liquid Stone Concrete Mantis Support Running Gear Transportation A & A Systems, LLC Mobile Enterprises, Inc City of Euless DDM Materials Inc Bob Ward Jr Equipment Company 3T Building Materials, LLC Texas Materials Group, Inc Crouch Sand & Gravel, LLC Eagle Barricade LLC Amish Custom Doors U.S. Lime Company Energy Assault Solutions MBCI Concrete Cutters, Inc RLC Controls, Inc Concrete Colors of Texas, LLC Metro Code Analysis, LLG ECO-PAN, INC Patriot Place & Finish, LLC Dustless Surface Restoration Future Infrastructure, LLC Taylor's Rental Equipment Co F, B. McIntire Equipment Co Rangeline Pipeline Services Kirk Young Electric, LLC Payment Address 1 city StatelProvince 2650 FM 407 E Ste 145-218 Bartonville TX 10264 Brea Canyon Rd Fort Worth TX 2864 Tinsley Lane Fort Worth TX 1007 Horse Creek Rd, Suite 3 Crowley TX 7011-B West Bee Cave Rd Austin TX PO Box 1956 Grapevine TX PO Box 3442 Boston MA 141 West Renfro St Burleson TX 3501 Roy Orr Blvd Grand Prairie TX PO Box 718 Krum TX PO Box 182783 Arlington TX 2222 S Pipeline Rd Euless TX 2201-D Raper Blvd Pantego TX PO Box 162721 Fort Worth TX PO Box 172042 Arlington TX PO Box 474 Bridgeport TX 801 S Glenoaks Blvd Ste 200 Burbank CA 2306 NW 26th Street Fort Worth TX PO Box 628712 Orlando FL 301 High Desert Fort Worth TX PO Box 15082 Fort Worth TX PO Box 2707 Keller TX 7029 Buenos Aires Dr N Richland Hills TX PO Box 15161 Fort Worth TX 3512 Fortner Way Fort Worth TX 249 Walnut Bend Springtown TX Attn: Karen Chavez Lewisville TX 221 Centre Drive Burleson TX 7009 Forest View Arlington TX 6500 Mesquite Trl Plano TX PO Box 14 Weatherford TX 832 Southway Cir Ste 105 Fort Worth TX PO Box 1545 Euless TX 807 N Frontage Rd Valley View TX 6110 Chippewa Dallas TX PO Box 1433 Graham TX 1320 Arrow Point Dr, Ste 307 Cedar Park TX PO Box 977 Kennedale TX 101C N Greenville Ave Allen TX 71411thAve Huntington. WV PO Box 201752 Dallas TX 330 Rayford Road Spring TX PO Box 38217 Houston TX PO Box 1225 Azle TT 8115 Hicks Hollow McKinney TX 3100 Peden Rd Fort Worth TX 3880 Hulen St, Ste 400 FortWorth TX 1037 4th Ave North Kent WA 261 Flower Ridge Dr Fort Worth TX 7132 Goldenrod Dr Plano TX PO Box 852728 Mesquite TX PO Box 470764 Fort Worth TX 3025 S Cravens Road Fort Worth TX 1150 Blue Wound Rd W Ste 301 Haslet TX 1201 Cliff Swallow Ct Granbury TX 07/23/2020 04:29:51 PM Fort Worth Civil Constructors Page 5 of 6 Fort Worth Civil Constructors Vendor List Vendor Name Jeremy Beneze Firefighter Moving Co Green Guard of Central Texas AT&T Delta Rigging & Tools Coordinated Efforts, LLC The Organic Recycler Sunbelt Rentals Ford Credit Innovative Soil Solutions USRadar Inc Centerline Supply Inc AUI Parties Disbursement Acct Skaggs Road Boring, Inc Smith & Hammond, P.C. A & J Utility Services, LLC Susan G Komori Greater Raymond L Goodson Jr„ Inc Panther Creek Transportation North Texas Natural Select QFC Services, LLC KLP Commerical LLC Internal Revenue Service U S Tren-Tech LLC Toni Wanat Jose Marcelo Espinosa Industrial Fabrics, Inc American Concrete Company Morrison Supply Comen Enterprise LLC Modern Tax Group ATMOS Energy Ramirez Granite Brad Caldwell Precision Irrigation Stabile & Winn, Inc James Plunket BIC - Berkley Fire & Marine Green Mountain Energy Rogelio Trejo Ivan Acevedo Victor Arrevillaga Carlos Trejo Enrique Trejo BC Sales & Marketing CASH . CowTown Redi Mix, Inc Bane Machinery Fort Worth, LP Felipe Davila Miguel Davila BuIIDog Services LLC Vista Ridge Concrete Pumping Ventures Equipment CMC Construction Services Hanover Financial S&W Foundation Contractors Address 1 PO Box 8877 PO Box 5070 125 McCarty St 1504 Milla Court 3200 Handley Ederville Rd 700 N Beach St PO Box 650575 PO Box 847411 173Amboy Rd 530 Jesse Street by Wire PO Box 294557 16475 Dallas Parkway, Ste 300 1019 E Lake St 2216 Green Oaks Rd 12001 N Central Expressway PO Box 2715 5208 Tennyson Pkwy, Ste 130 PO Box 441 18013 Vorwerk Rd PO Box 1214 828 Howell Dr 1118 Texana Ttrail 900 Arkansas River Dr 510 O'Neal Lane Ext 14019 SW Fnvy, Ste 301 PO Box 841183 7353 Airport Freeway 12001 N Central Expswy Ste 110 PO Box 740353 2140 Courdand Cir City State/Province Fort Worth Carol Stream Houston Euless Richland Hills Fort Worth Dallas Dallas Morganville Grand Prairie Lewisville Addison Sherman Fort Worth Dallas Georgetown Plano Weatherford Manor Charlotte Coppell Midlothian Granbury Baton Rouge Sugarland Dallas Richland Hills Dallas Cincinnati Carrollton TX IL TX TX TX TX TX TX NJ TX TX TX TX TX TX TX TX TX TX NC TX 'TX TX LA TX TX TX TX OH TX 2113rd St Weatherford TX PO Box 79380 Saginaw TX 3151 FM 2265 Chico TX PO Box 639806 Cincinnati OH Dept 1233 Dallas TX 2307 Azle Ave Fort Worth TX 3326 Ave L Fort Worth TX 1102 Cedar Hill Ln Arlington TX 1501 Shenna Blvd River Oaks TX 10403 Aledo Drive Dallas TX 4101 West Green Oaks Blvd Arlington TX PO Box 162327 Fort Worth TX PO Box 77859 Fort Worth TX PO Box 93571 Southlake TX PO Box 293265 Lewisville TX 620 Country Rd 4641 Haslet TX PO Box 844573 Dallas TX SDS 12-0749 Minneapolis MN 2806 Singleton St Rowlett TX 07/23/2020 04:29:51 PM Fort Worth Civil Constructors Page 6 of 6 Fort Worth Civil Constructors Vendor List Vendor Name Payment Address City State/Province Arturo Acevedo 3326 Ave L Fort Worth TX Brenda Price Trucking 152 W Main St Azle TX GeoShack, Inc. PO Box 224199 Dallas TX Penske Truck Leasing Co LP PO Box 802577 Chicago IL Clear Kut Engraving Inc 2417 Thomas Rd Fort Worth TX Techline Inc PO Box 674005 Dallas TX ACC Business PO Box 105306 Atlanta GA Insperity Artisan Building Solution 4860 Mark IV Parkway Fort Worth TX Roadrunner Traffic Supply Inc PO Box 122837 Fort Worth TX Nationwide PO Box 182150 Columbus OH Fire -Star Alarm 8 607 N Las Vegas Trail Fort Worth TX Badger Daylighting Corp PO Box 9500 Philadelphia PA RAM Tool Construction Supply PO Box 743487 Atlanta GA Magnum Manhole and PO Box 462427 Garland TX McAllister Landscape 4408 Vista Meadows Dr Fort Worth TX Bumco Texas, !LC 8505 Freeport Pkwy Irving TX MMA 519 E Border St Arlington TX Carlos Davila Sr Martial Gonzalez 6161 Pineland, Apt 833 Dallas TX Aim Paving and Construction 4709 Turner Wamel, Ste D Arlington TX Atmos Energy Corporation PO Box 47604 Plymouth MN Wims Environmental Constructio PO Box 495668 Garland TX Carolyn Alumbaugh 4416 Knoll Ridge Dr Aledo TX PNC Equipment Finance LLC PO Box 51657' Lbs Angeles CA Charles Appleton 1821 Briar Run Benbrook TX ACT Saw Cutting & Removal LLC 1527 Hwy 114, Suite 500 Grapevine TX CC Zamora Construction Inc PO Box 10396 Fort Worth TX Metroplex Welding Supply 1970 W. Northwest Hwy Dallas TX Gibson Mobile Concrete, LLC PO BOX 800726 Balch Springs TX Textura System American Directional Boring PO Box 836247 Richardson TX Victor Stanley P 0 Drawer 330 Dunkirk MI] Uiine PO BOX 88741 Chicago IL David Plunket 850 Spring Valley Rd Paradise TX Bricetin.Alumbaugh 4416 Knoll Ridge Dr Aledo TX Dustin Alumbaugh 913 E Spurgeon St Fort Worth TX Kelly A Black 445 Shade Tree Cir Hurst TX Alfonso Chavez 3512 Fortner Way Fort Worth TX Steven R Dean 559 SW Rand Burleson TX Mandi Even 444 E Renfro St #2301 Burleson TX Eladio Munoz 2509 Market St Fort worth TX Thomas Michael Tinker 1248 Lakeside Dr Bluffdale TX Daniel Trejo 2306 NW 26th St Fort Worth TX Rogello Trejo 2305 Azle Ave Fort Worth TX Miguel Davila 557 Declaration Way Fate TX Doug Alumbaugh 4416 Knoll Ridge Dr Aledo TX Carlos M Davila, Sr 3451 Navajo Cie Dallas TX MISCELLANEOUS VENDOR Equipment Equipment Model Make Year Equipment Description Estimated Value BDP-001 2450 Bidwell 1998 Bridge Deck Paver $ 4,000.00 CS-001 280 Cruiser Metal Forms Co. 1998 Concrete Screed $ 1,000.00 EX-002 330DL Caterpillar Inc. 2007 Excavator $ 81,373.36 EX-003 PC138USLC- 10 KOMATSU 2014 Excavator $ 118,000.00 EX-005 EC380E VOLVO 2015 Excavator $ 278,243.28 EX-006 EC350E VOLVO 2017 Excavator $ 250,425,02 EX-007 ECR235EL VOLVO 2019 Short Swing Excavator $ 210,173.00 EX-008 ECR355E VOLVO 2019 Excavator $ 303,824.00 DZR-001 D61< Caterpillar Inc. 2017 Dozer $ 159,984.13 LT-001 WUX917293 ATLAS 2019 HiLight 5+ Portable Light Tower $ 10,900.00 MEX-001 " ZX60USB5 HIT 2016 Mini Excavator, Backhoe $ 87,000.00 MEX-002 ZX501U-5 HIT 2017 Mini Excavator, Backhoe $ 55;302.28 MEX-003 ECR98 VOLVO 2018 Mini Excavator, Backhoe $ 118,664.00 0RT-001 A25G VOLVO 2017 Off Road Truck $ 213,846,00 PB-001 CB95 LeeBoy 2018 Power Broom $ 55,176.27 RTB-001 310SJTC JD 2011 JD Loader Backhoe $ 45,000.00 RTB-002 420EIT RT BH Caterpillar Inc. 2007 RT Backhoe $ 40,000:00 SDC-001 CB-224C Caterpillar Inc. 2004 CAT Vib. Compactor Roller $ 10,996.40 SFC-001 SD45F VOLVO 2008 Volvo Sheeps Foot Compactor $ 65,824.20 SF.C-002 BW124PDH- 5 BOMAG 2019 Sheeps Foot Compactor $ 78;794,00 SS-001 289D Caterpillar Inc. 2016 Skid Steer $ 78;000.00 SS-002 289D Caterpillar Inc. 2016 Skid Steer $ 78,000.00 SS-003 289D Caterpillar Inc. 2017 Skid Steer $ 83,529.25 SS-004 331G John Deere 2019 Skid Steer $ 68,348.09 TC-001 BMP8500 BOMAG 2013 Trench Compactor $ 33,500.00 TC-002 BMP8500 BOMAG 2017 Trench Compactor $ 38,106.27 TC-003 BMP8500 BOMAG Trench Compactor $ 34,540.00 WL-001 544K Caterpillar Inc. 2011 JD Wheel Loader $ 85,000.00 WL-002 L-70H VOLVO 2015 Wheel Loader $ 141,533.08 WL-003 L90H VOLVO 2017 Wheel Loader $ 200,905.41 WL-004 L60H VOLVO 2018 Wheel Loader $ 142,815.75 WL-005 L90H VOLVO 2019 Wheel Loader $ 217,974.91 VAC-001 HTV873PTO Vactron 2016 Vactron $ 172,000.00 GPR - 001 GPR Locating System $ 35,000.00 FS-001 Floor Sweeper $ 20,000.00 $ 3,7051749.90 0045 I3 - 8 BIDDER QUALIFICATION APPLICATION Page 8 of 8 BIDDER QUALIFICATION AFFIDAVIT STATE OF Texas COUNTY OF Tarrant 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. Austin Alumbaugh being duly sworn, deposes and says that he/she is the President of Fort Worth Civil Constructors, LLC 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 Qualification Application are correct and true as of the date of this affidavit. Firm Name: Fort Wdrth Civil Constructors, LLC Signature. Sworn t:Q before me this G day of MANDI EVEN Notary Public, State of Texas Expires 08-2e-2022 Notary ID 12431710 4 Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 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 004526-1 CONTRACTOR COMPLIANCE WITFI WORKER'S COMPENSATION LAW Page 1 of 1 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. 100575. 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: Fort Worth Civil Constructors, LLC Company 4860 Mark IV Parkway Address By; Austin Alumbaugh (PlgaW Print) Signature: Rkz Fort Worth, Texas 76106 Title City/State/Zip THE STATE OF TEXAS § COUNTY OF TARR-ANT § President (Please Print) BEFORE. NM, the undersigned authority, on this day personally appeared Austin Alumbauph , known to me to be the person whose name is subscribed to the foregoing iustqment,rand eknowledged to me that he/she executed the same as the act and deed of for for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN ER MY HAND AND SEAL OF OFFICE this 20L (] +/r MANDI EVEN A1A�'Y N46 '. Norary Public, State of Texas v. Comm, Pxphfas 08-28 2422 'yfuF,,,.•` Notary ID 12431710.4 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATIONDOCUMEN.TS Revised July 1, 2011 3 a day of Public in and for the State of Texas East 1" Street Bridge Improvements 100575 FORT Wo FAT H 'T`E [PORARY tEVISION 416I2020 (CO - ) 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 (MBL) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Lnterprise Ordinance applies to this bid. IVISE PROJECT GOALS The City's fV15E goal on This project is 10 4/,) of 10e Isase bid vaiue of the contract. Note'. If both MB: and. SSE goa's are fnt this project, then an Offeror roust submit both a MBE Utilization Fu ii; and a SSE Ublizati Dr• Foam to be &erred 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 Manager or Department Designee, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall EMAIL the WEE documentation to the assigned City of Fort Worth Project Manager or Departman:t Designee. A faxed crrpy will not be accepted f. 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. Pdme 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 2A0 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-RESP:ONSIV.E 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) 392-2.674. Office of Business Diversity Email: mwbeoffice@fcrtworthtexas.gov Rev.4/b/202Q Phone: (817) 392 2674 FORT WORTH City of Fort Worth Office of Business Diversity MBE Subcontractors/Suppliers Utilization Form Fort Worth Civil Constructors, LLC PROJECT NAME: East 1 St Street Bridge Improvements City's MBE Project Goal. Offeror's MBE Project Commitment. 10 % 10.32 ATTACHMENT IA Page 1 of 4 licable box to describe ors Certification I I M/VViDCE= I./I N0N--MhVDBE BID DATE April 30, 2020 PROJECT NUMBER 100575 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 Vllorth. 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 contractorlconsultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1 st tier, a payment by a subcontractor to its supplier is considered 26" 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 OoNTRACT AWARD. Certification meana 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. 2113/19 Fo11=1 Ir- ATTACHMENT9A Page 2 of 4 Offerors are required to identify ALL subcontractorslsuppliers, regardless of status; i.e., Mjnor.4. and non-MDEs. 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 SUBCONTRACTOR/SUPPLIER company Name Address TelephonelFax Email Contact Person T i e r M B E W B. E ° " M B E Detail Subcontracting Work Detail Supplies Purchased Do[IarAmaunt C.C. Zamora 1 5" Reinforced $86,344.02 Construction, Inc. Concrete Trail PO Box 10396 River Oaks, TX 76114 ❑ ofc:817.759.0063 fax: 817.759.0064 C. Green Scaping, LP 1 Seeding $5,456,44 2401 Handley Ederville Rd. Fort Worth, TX 76118 ❑ Cody Johnson Site Barricades 1 Barricades & $4,594.00 Traffic Control James Smith james@sitebarricades.co ❑ ❑ Plan m 817,885,7483 TexOp Construction, LP 1 Asphalt Milling $40,823.00 PO Box 427 Roanoke, TX76262 James Davis ❑ ❑ f 940.648,1455 idavis@texop.com Pro Tex Erosion Control, LLC 1 Silt Fence $3,782.00 PO Box 15082 Fort Worth, TX 76119 817.975.9307 ✓ Todd Webster todd@protexec.com Mobile Enterprises Inc. 1 Structural $99,231.00 832 Southway Circle Concrete Fort Worth, TX 76115 David Neal ❑ Repairs f 817.921.1444 Vendor#15757 Rev: 51151i9 FoRTWORTH ATTACI lMEMT 1A Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i,e., Minority and non -MBEs, MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. N SUBCONTRACTORISUPPLIER n CompanyName T M w Detail Detail Address Telephone/Fax i e B E B E M Subcontracting Supplies Work Purchased Dollar Amount Email Contact. Person r B E Peachtree Construction, 1 Asphalt Overlay $15,525.00 LTD 5801 Park Vista Circle ❑ ❑ Keller, TX 76244 Marshall Luig 81.7.741.4658 Kamco Coating 1 ouch -Up $33,505.00 200 W. Malloy Bridge Rd. Painting Forney, TX 75126 ❑ ❑ 214.243,0451 Delta Steel, Inc. 1 Steel $12,839.00 1585 Edgefield Way Components Cedar Hill, TX 75104 ❑ ❑ f 817.293,5015 Shannon Martin ❑ ❑ ❑ ❑ ❑ ❑ Rev. 5I15I19 FoRT WORTH Total Dollar Amount of MBE Subcontractors/Suppliers I s 86,344,02 Total Dollar Amount of Non -MBE Subcontractors/Suppliers 1 $ 215,755.44 TOTAL DOLLAR AMOUNT OF ALL 9UBGONTRArTORSISUPPLIERS I $ 302,099.46 ATTACHMENT 1A Page 4 of 4 The Offeror will not make additions, deletions, or substitutions to this certified Fist 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 MBEs) 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. Digitally signed by Austin AlUmbaugh Digitally signed by Ausfin A[umhaugh Austin Alumbaugh Date; 2020.05 04 D8:56 14 -05'00' Austin Alumbaugh Date; 2020.05.0408:56:43-05'00' Authorized Signature President Title Fort Worth Civil Constructors, LLC company Name PCB Box 161727 Address Fort Worth, Texas 76161 cityl$tatelzip Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone; (817) 392-2674 Printed Signature _Doug Alumbaugh, Estimator Contact NamelTitle (if different) o. 817 562.22921 F. 817.562.2293 Telephone and/or Fax douga@fwclycon.com E-mail Address May 4, 2020 Date Rev. 5115119 FORT Wig R T H PROJECT BfD NUMBER Change -order ❑ Amendment C1 (I(Appllcable Please Check One) Office of Business Diversity LETTER OF INTENT TO PERFORM AS A CERTIFIED: (Please select one) ©MBE SUBCONTRACTORISUBCONSULTANT ❑WBE SUBCONTRACTORISUBCONSULTANT ❑SBE SUBCONTRACTORISUBCONSULTANT p MBE AA SUBCONTRACTORISUBCONSULTANT [NOTE: Pursuant to the City of Fort Worth Business Diversity Enterprise Ordinance, certified MISIWBE firms participating under the Ordinance must be certified prior to recommendation of award in order to be counted towards subcontracting participation. If the City of Fort Worth determines that a proposed MlSIWBE firm is not certified according to the Ordinance requirements the firm should immediately submit a completed certification application to the North Central Texas Regional Certification Agency (NCTRCA), Dallas/Fort Worth Minority Supplier Development Council, Inc. (DFW MSDC), Women's Business Council - Southwest (WBCS), or the Texas Department of Transportation (TXDOT).] 1, Name of Project East 1 st Street Bridge Improvements 2. Name of Offeror/Prime Contractor Fort Worth CIVIL Constructors, LLC 3. The undersigned is prepared to perform the following described work and/or supply the material listed in connection wilh the above project (where applicable specify "supply" or "install" or both): 5" Reinforced Concrete Trail Lupe Zamora {Dwner! thorfaed Agent) Type or Print Name [Sig ure of 0 er IAuthorimcl Agent of Certified tin.) Lupe@zamoraconstruction.com (Email Address) at the amount of $ 86,344.02 C.C. Zamora Construction, Inc. (Name of Certified Firm) 05-27-2020 (Date) 817-759-0063 817-759-0064 (Office Phone Number) (Fax Number) AFFIDAVIT OF OfferodPrimle I HEREBY DECLARE AND AFFIRM that I, rn baW a the duly authorized representative of [OwnerlAuthorized Agent) Fort Worth Civil Constructors, LLC and that I have personally reviewed the material and facts (Name of Offeror/Prime) set forth in this Letter of Intent to Perform. To the best of my knowledge, information and belief, the facts in this form are true, and no material facts have been omitted. Pursuant to the City of Fort Worth Business Diversity Enterprise Ordinance, any personientity that makes a false or fraudulent statement in cennecfion with participation of a certified Firm in any City of Fort Worth contract may be referred for debarment procedures under the City of Fort Worth Business Diversity Enterprise Crdinance. I do solemnly swear or affirm that the signatures contained herein and the information provided by the Offeror/Prime are true and yrecl, apd that I yjmtauthorized,on behalf of the Offeror/Prime to make the affidavit. {Email Address) Fort Worth Civil Constructors, LLC (Name of Offeroriprime) (Date) (Office Phone Number))lax Number) Contact- Office of Business Diversity Rev.0412912019 Email: msebcnllicc!ra?It�rlttnnhlctins-un Ph:817-392-2674 005243-1 AGREEMENT Pape 1 of 5 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on June 23, 2020 is made by and between the City of Fort Worth, a Texas home rule municipality, acting by and through its duty authorized City Manager, ("City"), and Fort Worth Civil Constructors LLCJ , authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: East V' Street Bridge Improvemenits, Project Number 100575 Article 3. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount, in current funds, of EIGHT HUNDRED THIRTY SIX THOUSAND FIVE HUNDRED FIFTY FOUR DOLLARS AND FIFTY NINE CENTS_ ($8 S 54.59). Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work will be complete for Final Acceptance within 180 days after the date when the Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that time is of the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding, the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City Five Hundred Dollars ($500.00) for each day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. Article 5. CONTRACT DOCUMENTS A.The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised 09/06/2019 00 52 43 -2 AGREEMENT Page 2 of 5 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Qualification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance ACORD Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE and/or SBE Utilization Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the dams es bein souEht were caused, in whole or in part, by any act, omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. CITY OF FORT WORTH East I` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised 09/06/2019 005243-3 AGREEMENT Page 3 of 5 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article I of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Coutractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other parry hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon CITY and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Prohibition On Contracts With Companies Boycotting Israel. Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government Code, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. CITY OF FORT WORTH East I' Street Bridge hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised 09/06/2019 005243-4 AGREEMENT Page 4 of 5 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. By signing this contract, Contractor certifies that Contractor's signature provides written veriftcation to the City that Contractor. (I) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. 7.8 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Forin (I-9). Upon request by City, Contractor shall provide City with copies of all I-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor employee who is not legally eligible to perform such services. CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right to immediately terminate this Agreement for violations of this provision by Contractor. 7.9 No Third -Party Beneficiaries. This Agreement gives no rights or benefits to anyone other than the City and the Contractor and there are no third -party beneficiaries. 7.10 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on -site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. SIGNATURE PAGE TO FOLLOW CITY OF FORT WORTH East V Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised 09/06/2019 00 52 43 - 5 AGREEMENT Page 5 of 5 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: Fort Worth Civil Constructors, LLC City of Fort Worth By: By: Valerie Washington (Sep 1, 2020 22:39 CDT) Signature Valerie Washington Assistant City Manager Austin Alumba (Printed Name) President Title 4560 Mark IV Pa Address Fort Worth, Texas 76106 City/State/Zip Date Sep 1, 2020 Date Attest: nl*V" 0 City Secretary (Seal) M&C: 20-0465 _ Date: 06/23/20 Form 1295 No.:, 2020-626760 4.p44U��� OR �a �� oo F,- � a�0 o o o*d °a °°°°°°°°°°°° AT a�>1 nEXA?oaa Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. zl� /2 L- DwightTa r(Aug 16, 2020 :31 CDT) Dwight Taylor Project Manager Approved as to Form and Legality: ,1 C Mack (Sep 1, 202017:46 CDT) Douglas W. Black Senior Assistant City Attorney APPROVAL RECOMMENDED: Richard Zavala (Sep 1, 010:11 CDT) Richard Zavaia, Director Park & Recreation Department CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 09/0612019 ,7# pe, SP JM DC sP East I A Street Bridge Improvements OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 0061 13 - 1 PERFORMANCE BONI) Page I of 2 Band: SUR0058812 1 SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Fort Worth GMI Constructors, LLC _ , known as 9 "Principal" herein and Argonaut Insurance Company __ _, a corporate l0 surety(sureties, if more than one) duly authorized to do business in the State. of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal 13 sum of EIGHT HUNDRED THIRTY SIX THOUSAND FIVE HUNDRED FIFTY FOUR 14 DOLLARS AND FIFTY NINE CENTS ($836,554.59), lawful money of the United States, to be 15 paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be 16 made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and 17 severally, firmly by these presents. 18 WHEREAS, .the Principal has entered into a certain written contract with the City 19 awarded the 23"d day of June, 2020, which Contract is hereby referred to and made a part hereof 20 for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other 21 accessories defined by law, in the prosecution of the Work, including any Change Orders, as 22 provided for in said Contract designated as East I" Street Bridge Improvements, Project 23 Number 100575. 24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contract and shall in all respects duly and 26 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 27 specifications, and contract documents therein referred to, and as well during any period of 28 extension of the Contract that may be granted on the part of the City, then this obligation shall be 29 and become null and void, otherwise to remain in full force and effect. 30 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 31 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 32 Worth Division_ CITY OF FORT WORTH East I" Street Bridge Improveiments STANDARD CONSTRUCHON SPECIFICATION DOCUMENTS 100575 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 40 41 42 43 44 45 0061 13 - 2 PERFORMANCE BOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 22.53 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the July , 2020 ATTEST: (Principal) Secretary ess as to Principal Wit as to gurety 13th day of PRINCIPAL: Fort Worth Civil Constructors, LLC iNarne ana r me Address: P.O, Box 164513. Fort Worth. TX 76161 SURETY: Argonaut Insurance Company BYE ' Signature Andrea Rose Crawford, Attorney -in -Fact Name and Title Address: P.O. Box 469011 San Antonio, TX 78246 Telephone Number: 800-470-7958 *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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1 2011 East 1" Street Bridge improvements 10.0575 0061 14 - 1 PAYMENTBOND Page 1 of 2 Band: SUR0058M l SECTION 00 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Fort Worth Civil Constructors, i-LC known as 9 "Principal" herein, and Argonaut Insurance Company a 10 corporate surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" 11 herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 12 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the penal 13 sum of EIGHT HUNDRED THIRTY SIX THOUSAND FIVE HUNDRED FIFTY FOUR 14 DOLLARS AND FIFTY NINE CENTS ($836,554.59), lawful money of the United States, to be 15 paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, 16 we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and 17 severally, firmly by these presents: 18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 19 23`d day of June, 2020, which Contract is hereby referred to and made a. part hereof for all purposes 20 as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined 21 by law, in the prosecution of the Work as provided for in said Contract and designated as East 10' 22 Street Bridge Improvements, Project Number 100575. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined M" 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. 31 CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July l; 2011 1 2 3 4 s 7 8 9 10 11 12 0061 14 - 2 PAYMENT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 13th day of July , 2020 ATTEST: (Pr in ' a1) S .cretary L as to Principal PRINCIPAL: Fort Worth Civil Constructors, LLC BY: k -11L--�� � Signature 0 6-w Q� ame and Title Address: P-O- Box 164513, Fort Worth, TX 76161 SURETY: Argonaut Insurance Corn ATTEST: BY: Signature Y Andrea Rose Crawford, Attorney -in -Fact (Surety) Secretary Name and. Title 1� wit6ss as tL Surety Address: P.O. Box 469011 San Antonio, TX 78246 Telephone Number: 800-470-7958 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 East I" Street Bridge Improvements 100575 0061 19 - 1 MAINTENANCE BOND Page 1 of 3 Bond: SUR0058813 1 SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Fart Worth Civil Constructors, LLC , known as 9 "Principal" herein and Argonaut Insurance Company , a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as I "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 13 in the sum. of EIGHT HUNDRED THIRTY SIX THOUSAND FIVE HUNDRED FIFTY FOUR 14 DOLLARS AND FIFTY NINE CENTS ($836,554.59), lawful money of the United States, to be 15 paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made 16 unto the City and its successors, we bind ourselves, our heirs, executors, administrators, 17 successors and assigns, jointly and severally, firmly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the 23'd day of June, 2020, which Contract is hereby referred to and a made part hereof for all 21 purposes as if fully set forth herein, to furnish all materials, equipment, labor and other 22 accessories as defined by law, in the prosecution of the Work, including any Work resulting from 23 a duly authorized Change Order (collectively herein, the "Work") as provided for in said contract 24 and designated as East I" Street Bridge Improvements, Project Number 100575; and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plates, 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 East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 0661 19 - 2 MAINTENANCE B OND Page 2 of 3 I 2 NOW THEREFORE, the condition of this obligation is such that if Principal shall 3 remedy any defective Work, for which timely notice was provided by City, to a completion 4 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 5 full force and effect. 6 7 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 8 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 10 the Surety under this Maintenance bond; and 11 1.2 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 13 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 14 Worth Division; and 15 16 PROVIDED FURTHER, that this obligation shall. be continuous in nature and 17 successive recoveries may be had hereon for successive breaches. 18 19 20 CITY OF FORT WORTH East 1 s' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS t00575 Revised July 1, 2011 0061 19 - 3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 13th day of 3 July 20 20 4 5 PRINCIPAL: 6 Fort Worth Civil Constructors, LLC 7 a 9 BY: 10 Signature 11 ATTEST: 12 13 Andrea Rose Crawford, Attorney -in -Fact I4 (Principal) Secretary Name and Title 15 16 Address: P.O. Box 164513, Fort Worth, TX 76W 17 18 .19 20 ess as to'Principal 21 SURETY: 22 Argonaut Insurance Company 23 , 24 1 n 25 26 Signature 27 28 Andrea Rose Crawford, Attorney -in -Fact 29 ATTEST: Name and Title 30 31 Address: P.O. Box 469011 32 (Surety) Secri tart' San Antonio, TX 78246 33 34 35 Vtnobs as to . ttrety Telephone Number: 800-470-7958 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address,. both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 Argonaut Insurance Company Deliveries Only: 225 W. Washington, 24th Floor Chicago, IL 60606 United States Postal Service: P.O. Pox 469011, San Antonio, TX 78246 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the Argonaut Insurance Company, a Corporation duly organized and existing under the laws of the State of Illinois and having its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint: Andrea Rose Crawford. Troy Russell Key_ Debra Lee Moon, John William Newby, Sandra Lee Roney, Linda Michelle Stalder, Joshua Q. Tritt_ Sherie Michelle Greenough Their true and lawful agent(s) and attorneys) -in -fact, each in their separate capacity if more than one is named above, W make, execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all bonds, contracts, agreements of indemnity and otherunclertakings in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of. $95.000.000.00 This Power of Attorney is granted and is signed and sealed under and by the authority of the following,Resolution adopted by the Board of Directors of Argonaut Insurance Company: "RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice 'President, Secretary, Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attomey, of the Company; qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the Argonaut Insurance Company, all bond undertakings and contracts of suretyship, and to affix the corporate sea[ thereto:" iN WITNESS WHEREOF, Argonaut Insurance Company has caused its official seal to be hereunto affixed and these presents to be signed by its duly authorized officer on the 8th day of May, 2017. ufzA a1 ON'. 41 0' = SEAL' b STATE OF TEXAS COUNTY OF HARRIS SS. by: Argonaut Insurance Company Joshua C. Beta , Senior Vice President On this 8th day of May, 20 t7 A.D., before me, A.Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE ABOVE OFFICER OF THE COMPANY, to me personally known to be the individual and officer described in, and who executed the preceding instrument, and he acknowledged the execution of same, and being by the duly sworn, deposed and said that he is the officer of the said Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said corporation, and that Resolution adopted by the Board of Directors of said Company, referred to in the preceding instrument is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my official Seal at the County of.Harris, the day and year first above written �1 r g (Notary Public) 1, the undersigned Officer of the Argonaut Insurance Company, Illinois Corporation, do hereby certify that the original. POWER OF ATTORNEY ofwhich the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked. IN WITNESS WHEREOF, I have hereunto set my hand, and affixed the Seal of said Company, on the 13th day of July 2020 James Bluzard , Vice President -Surety THIS DOCUMENT IS NOT VALID UNLESS THE WORDS ARGO POWER OF ATTORNEY ARE IN BLUE. IF YOU HAVE QUESTIONS ON AUTHEtNTICITY OF THIS DOCUMENT CALL (210) 321 - 8400. IMPORTANT NOTICE To obtain information or make a complaint: You may call Argonaut Insurance Company and its affiliates by telephone for information or to make a complaint: ARGONAUT INSURANCE COMPANY Please send all notices of claim on this bond to: Argo Surety Claims (413) 773-6359 Deliveries Only: 225 W. Washington, 24th Floor, Chicago, IL 60606 United States Postal Service: P.O. Box 469011, San Antonio, TX 78246 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: (512) 490-1007 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: httP:1/www.td1.state.tx.us E-mail: ConsumerPr;otection tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact your agent or Argo Surety first. If the dispute is not resolved, you may contact the Texas ❑epartment of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document and is given to. comply with Texas legal and regulatory requirements. ACO,R" AGENCY CUSTOMER ID: FORTWOR-12 LOC #: 1 ADDITIONAL REMARKS SCHEDULE AGENCY NAMED INSURED uIlis Newby Hurst —Texas Fort Worth 61727Conskructors, LLC POLICY NUMBER Fort worth, TX 76161 EE PAGE 1 CARRIER NAIC CODE EE PAGE 1 E P 1 EFFECTIVE DATE; SEE PAGE 1 AI)DITInNAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER' ACORN 25 FORM TITLE' Certificate of Liabili Insurance Wording Applies only if applicable coverage is evidenced on Acord 25 — CERTIFICATE OF LIABILITY INSURANCE AYANES Page 1 of 1 The General Liability, Auto, and Umbrella[Excess policies include a blanket additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status.. The General Liability policy includes a blanket additional insured endorsement that provides additional insured status to the certificate holder for ongoing and completed operations only when, there is written contract between the named insured and the certificate holder that requires such. status. The General Liability, Auto, and Umbrella/Excess policies contain an endorsement with primary and noncontributory wording that may apply only when then: is a written contract between the named insured and the certificate holder that may require such status. The General Liability, Auto, Umbrella, and Workers Compensation policies include a blanket waiver of subrogation endorsement that provides this feature only when there is a written contract between the named insured and the certificate holder that requires this. The Contractors Equipment policy includes a blanket Loss Payee endorsement that provides loss payee status to the certificate horder as their Interest may appear. The Automobile policy includes a Loss Payee endorsement that provides loss payee status to the certificate holder as their interest may appear. Umbrella/Excess Liability follows form in respect to Additional Insured subject to policy forms, terms, conditions and exclusions. ACORD 101 (2008101) [3] 200B AGUKU cURPUKAI IUN. All rignts reserves. The ACORD name and logo are registered marks of ACORD IL 060 (07 13) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET NOTIFICATION TO OTHERS OF CANCELLATION This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM BUSINESS AUTO PHYSICAL DAMAGE COVERAGE FORM BUSINESSOWNERS COVERAGE FORM COMMERCIAL CRIME COVERAGE FORM COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL INLAND MARINE COVERAGE PART COMMERCIAL LIABILITY UMBRELLA COVERAGE FORM COMMERCIAL OUTPUT POLICY COMMERCIAL PROPERTY COVERAGE PART FARM COVERAGE PART FARM UMBRELLA COVERAGE FORM GARAGE COVERAGE FORM LIQUOR LIABILITY COVERAGE PART PRODUCT WITHDRAWAL COVERAGE PART PROD UCTSICOMPLETED OPERATIONS LIABILITY COVERAGE PART If we cancel this policy for any statutorily permitted reason other than nonpayment of premium we will mail notice of cancellation to any person or organization to whom you have agreed in a written contract that notice of cancellation of this policy -will be given, but only if: 1. You send us a written request to provide such notice, including the name and address of such person or organization, after the first Named Insured shown in the Declarations receives notice From us of the cancellation of this policy; and, 2. We receive such written request at least 45 days before the effective date of cancellation. We will mail such notice at least 30 days before the effective date of the cancellation. Irrespective of any of the provisions above, nothing herein is intended to vest any right in the person or organization to be given notice, and said person or organization shall have no rights under this policy if he/it does not receive notice per this endorsement. IL 060 (07 13) Copyright 2013 FCCI Insurance Group. Page 1 of 1 Insured Copy _ COMMERCAL GENERAL LIABILITY CG 20 01 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARYAND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and CG 20 01 0413 (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. ©insurance Services Office, Inc., 2012 Page 1 of 1 loured Copy FIRST CHOICE CONTRACTORS LIABILITY ENDORSEMENT TABLE OF CONTENTS DESCRIPTION PAGE AdditionalInsured Coverage...................................................................................................................................... 9 BailBonds, ....... __ ...... ....................................................... ......................................... ..................................... 9 BlanketWaiver of Subrogation................................................................................................................................. 14 BodilyInjury and Property Damage ..................... .............. ....... ............... ,............ •- ._..................•..---..--•................ 1 Care, Custody or Control............................................................................................................................................ 3 Contractors Errors and Omissions.............................................................................................................................6 Contractual Liability (Personal & Advertising Injury).................................................................................................. 2 ElectronicData Liability........... . .............................. ............................................... .....,......,.,................. ------.............. 1 GeneralLiability Conditions__ . ................................................................... .......................................................... 13 incidentalMalpractice................................................................................................................................................. 9 Insured........................................................................................................................................................................ 9 Limited Product Withdrawal Expense........................................................................................................................ 3 Limitsof Insurance ....... ...............,-----.....,..,...,....,.,..........................,...............,........................................... 11 Lossof Earnings...................................................................................................................................................... 9 LostKey Coverage...................................................................................................... .. 8 Newly Formed or Acquired Organizations............................................................................................................... 11 Non -Owned Watercraft............................................................................................................................................... 1 Property Damage Liability— Borrowed Equipment.................................................................................................... 1 Tenant's Property and Premises Rented To You...................................................................................................... 8 VoluntaryProperty Damage....................................................................................................................................... 2 Insured Copy COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. FIRST CHOICE CONTRACTORS LIABILITY ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM NOTE: The following are additions, replacements and amendments to the Commercial General Liability Coverage Form, and will apply unless excluded by separate endorsement(s) to the Commercial General Liability Coverage Form. The COMMERCIAL GENERAL LIABILITY COVERAGE FORM is amended as follows, SECTION I - COVERAGES, COVERAGE A BODILY INJURY AND PROPERTY DAMAGE is amended as follows: 1. Extended "Property Damage" Exclusion 2.a., Expected or Intended Injury, is replaced with the following: a. "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage' resulting from the use of reasonable force to protect persons or property. 2. Non -owned Watercraft Exclusion 2.g. (2) (a) is replaced with the following. (a) Less than 51 feet long; and 3. Property Damage Liability — Borrowed Equipment The following is added to Exclusion 2.j. (4): Paragraph (4) of this exclusion does not apply to "property damage" to borrowed equipment while at a jobsite and not being used to perform operations. The most we will pay for "property damage" to any one borrowed equipment item under this coverage is $25,000 per "occurrence". The insurance afforded under this provision is excess over any other valid and collectible property insurance (including deductible) available to the insured, whether primary, excess, contingent or on any other basis. 4. Limited Electronic Data Liability Exclusion 2.p. is replaced with the following: p. Electronic Data Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or inabilityto manipulate "electronic data" that does not result from physical injury to tangible property. The most we will pay under CoverageA for "property damage" because of all loss of "electronic data" arising out of any one `occurrence" is $10,000. We have no duty to investigate or defend claims or "suits" covered by this Limited Electronic Data liability coverage. The following definition is added to SECTION V — DEFINITIONS of the Coverage Form: "Electronic data" means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD- ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 1 of 14 Copyright 2015 FCCI Insurance Group Insured Copy COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) For purposes of this Limiter! Electronic Data Liability coverage, the definition of "Property Damage" in SECTION V— DEFINITIONS of the Coverage Form is replaced by the following: 17. "Property damage" means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the 'occurrence' that caused it; c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate "electronic data", resulting from physical injury to tangible property. All such loss of "electronic data" shall be deemed to occur at the time of the "occurrence" that caused it. For purposes of this insurance, "electronic data" is not tangible property. SECTION I —COVERAGES, COVERAGE B. PERSONAL AND ADVERTISING INJURY LIABILITY is amended as follows: Paragraph 2.e. Exclusions — the Contractual Liability Exclusion is deleted. SECTION I —COVERAGES, the following coverages are added: COVERAGE D. VOLUNTARY PROPERTY DAMAGE 1. Insuring Agreement We will pay, at your request, for "property damage" caused by an "occurrence", to property of others caused by you, or while in your possession, arising out of your business operations. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. 2. Exclusions This insurance does not apply to: "Property Damage" to: a. Property at premises owned, rented, leased or occupied by you; b. Property while in transit; c. Property owned by, rented to, leased to, loaned to, borrowed by, or used by you; d. Premises you sell, give away, or abandon, if the "property damage" arises out of any part of those premises; e. Property caused by or arising out of the "products -completed operations hazard"; f. Motor vehicles; g. "Your product" arising out of it or any part of it; or h. "Your work" arising out of it or any part of iL 3. Deductible We will not pay for loss in any one 'occurrence" until the amount of loss exceeds $250. We will then pay the amount of loss in excess of $250 up to the applicable limit of insurance. 4. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 2 of 14 Copyright 2015 FCCI Insurance Group Insured Copy COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) The insurance afforded under COVERAGE D is excess over any other valid and collectible property or inland marine insurance (including the deductible applicable to the property or inland marine coverage) available to you whether primary, excess, contingent or any other basis. Coverage D covers unintentional damage or destruction, but does not cover disappearance, theft, or loss of use. The insurance under COVERAGE D does not apply if a loss is paid under COVERAGE E. COVERAGE E. CARE, CUSTODY OR CONTROL 1. Insuring Agreement We will pay those sums that the insured becomes legally obligated to pay as damages because of "property damage" caused by an 'occurrence", to property of others while in your care, custody, or control or property of others as to which you are exercising physical control if the 'property damage" arises out of your business operations. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE.. 2, Exclusions This insurance does not apply to: "Property Damage" to: a. Property at premises owned, rented, leased or occupied by you; b. Property while in transit; c. Premises you sell, give away, or abandon, if the "property damage" arises out of any part of those premises; • ' d. Property caused by or arising out of the "products -completed operations hazard"; e. Motor vehicles; L "Your product" arising out of it or any part of it; or g. "Your work" arising out of it or any part of it. 3. Deductible We will not pay for loss in any one."occurrence" until the amount of loss exceeds $250, We will then pay the amount of loss in excess of $250 up to the applicable limit of insurance. 4. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. The insurance afforded under COVERAGE E is excess over any other valid and collectible property or inland marine insurance (including the deductible applicable to the property or inland marine coverage) available to you whether primary, excess, contingent or any other basis. The insurance under COVERAGE E does not apply if a loss is paid under COVERAGE D. COVERAGE F. LIMITED PRODUCT WITHDRAWAL EXPENSE 1. Insuring Agreement a. If you are a "seller", we will reimburse you for "product withdrawal expenses" associated with "your product' incurred because of a "product withdrawal' to which this insurance applies. The amount of such reimbursement is limited as described in SECTION III - LIMITS OF INSURANCE. No other obligation or liability to pay sums or perform acts or services is covered. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 3 of 14 Copyright 2015 FCCI Insurance Group Insured Copy COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) a. This insurance applies to a "product withdrawal" only if the "product withdrawal" is initiated in the "coverage territory" during the policy period because: (1) You determine that the "product withdrawal" is necessary; or (2) An authorized government entity has ordered you to conduct a "product withdrawal". c. We will reimburse only those "product withdrawal expenses" which are incurred and reported to us within one year of the date the "product withdrawal" was initiated. d. The initiation of a "product withdrawal" will be deemed to have been made only at the earliest of the following times: (1) When you have announced, in any manner, to the general public, your vendors or to your employees (other than those employees directly involved in making the determination) your decision to conduct a "product withdrawal" This applies regardless of whether the determination to conduct a "product withdrawal" is made by you or is requested by a third party; (2) When you received, either orally or in writing, notification of an order from an authorized government entity to conduct a "product withdrawal; or (3) When a third party has initiated a "product withdrawal" and you communicate agreement with the "product withdrawal", or you announce to the general public, your vendors or to your employees (other than those employees directly involved in making the determination) your decision to participate in the "product withdrawal", whichever comes first. e. "Product withdrawal expenses" incurred to withdraw "your products" which contain: (1) The same "defect" will be deemed to have arisen out of the same "product withdrawal"; or (2) A different "defect' will be deemed to have arisen out of a separate "product withdrawal" if newly determined or ordered in accordance with paragraph 1.b of this coverage. 2. Exclusions This insurance does not apply to "product withdrawal" expenses" arising out of: a. Any "product withdrawal" initiated due to: (1) The failure of "your products" to accomplish their intended purpose, including any breach of warranty of fitness, whether written or implied. This exclusion does not apply if such failure has caused or is reasonably expected to cause "bodily injury" or physical damage to tangible property. (2) Copyright, patent, trade secret or trademark infringements; (3) Transformation of a chemical nature, deterioration or decomposition of "your product", except if it is caused by: (a) An error in manufacturing, design, processing or transportation of "your product'; or (b) "Product tampering". (4) Expiration of the designated shelf life of "your product". b. A "product withdrawal", initiated because of a "defect" in "your product" known to exist by the Named Insured or the Named Insured's "executive officers", prior to the inception date of this Coverage Part or prior to the time "your product" leaves your control or possession. c. Recall of any specific products for which "bodily injury" or "property damage" is excluded under Coverage A- Bodily Injury And Property Damage Liability by endorsement. d. Recall of "your products" which have been banned from the market by an authorized government entity prior to the policy period. e. The defense of a claim or "suit" against you for "product withdrawal expenses". CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc„ with its permission. Page 4 of 14 Copyright 2015 FCCI Insurance Group Insured Copy COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) 3. For the purposes of the insurance afforded under COVERAGE F, the following is added to 2. Buties In The Event Of Occurrence, Offense, Claim Or Suit Condition under SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: e. Duties In The Event Of A "Defect" Or A "Product Withdrawal" (1) You must see'to it that we are notified as soon as practicable of any actual, suspected or threatened "defect" in "your products", or any governmental investigation, that may result in a "product withdrawal". To the extent possible, notice should include; (a) How, when and where the "defect" was discovered; (b) The names and addresses of any injured persons and witnesses; and (c) The nature, location and circumstances of any injury or damage arising out of use or consumption of "your product (2) If a "product withdrawal" is initiated, you must: (a) Immediately record the specifics of the "product withdrawal" and the date it was initiated; (b) Send us written notice of the "product withdrawal" as soon as practicable; and (c) Not release, consign, ship or distribute by any other method, any product, or like or similar products, with an actual, suspected or threatened defect. (3) You and any other involved insured must: (a) Immediately send us copies of pertinent correspondence received in connection with the "product withdrawal"; (b) Authorize us to obtain records and other information; and (c) Cooperate with us in our investigation of the "product withdrawal". 4. For the purposes of this Coverage F, the following definitions are added to the Definitions Section: a. "Defect" means a defect, deficiency or inadequacy that creates a dangerous condition. b. "Product tampering" is an act of intentional alteration of "your product" which may cause or has caused "bodily injury' or physical injury to tangible property. When "product tampering" is known, suspected or threatened, a "product withdrawal" will not be limited to those batches of "your product" which are known or suspected to have been tampered with. c. "Product withdrawal" means the recall or withdrawal of "your products", or products which contain "your products", from the market or from use, by any other person or organization, because of a known or suspected "defect" in "your product", or a known or suspected "product tampering", which has caused or is reasonably expected to cause "bodily injury" or physical injury to tangible property. d. "Product withdrawal expenses" means those reasonable and necessary extra expenses, listed below paid and directly related to a "product withdrawal": (1) Costs of notification; (2) Costs of stationery, envelopes, production of announcements and postage or facsimiles; (3) Costs of overtime paid to your regular non -salaried employees and costs incurred by your employees, including costs of transportation and accommodations; (4) Costs of computer time; (5) Costs of hiring independent contractors and other temporary employees; (6) Costs of transportation, shipping or packaging; (7) Costs of warehouse or storage space; or CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 5 of 14 Copyright 2015 FCCI Insurance Group Insured Copy COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) (8) Costs of proper disposal of "your products", or products that contain "your products", that cannot be reused, not exceeding your purchase price or your cost to produce the products; but "product withdrawal expenses" does not include costs of the replacement, repair or redesign of "your product", or the costs of regaining your market share, goodwill, revenue or profit. e. "Seller" means a person or organization that manufactures, sells or distributes goods or products. "Seller" does not include a "contractor" as defined elsewhere in this endorsement. The insurance under COVERAGE F does not apply if a loss is paid under COVERAGE G. COVERAGE G. CONTRACTORS ERRORS AND OMISSIONS 1. Insuring Agreement If you are a "contractor", we will pay those sums that you become legally obligated to pay as damages because of "property damage" to "your product', "your work" or "impaired property", due to faulty workmanship, material or design, or products including consequential loss, to which this insurance applies. The damages must have resulted from your negligent act, error or omission while acting in your business capacity as a contractor or subcontractor or from a defect in material or a product sold or installed by you while acting in this capacity. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. We have no duty to investigate or defend claims or "suits" covered by this Contractors Errors or Omissions coverage. This coverage applies only if the "property damage' occurs in the "coverage territory" during the policy period. This coverage does not apply to additional insureds, if any. Supplementary Payments — Coverage A and B do not apply to Coverage G. Contractors Errors and Omissions. 2. Exclusions This insurance does not apply to: a. "Bodily injury' or"personal and advertising injury". b. Liability or penalties arising from a delay or failure to complete a contract or project, or to complete a contract or project on time. c, Liability because of an error or omission: (1) In the preparation of estimates or job costs; (2) Where cost estimates are exceeded; (3) In the preparation of estimates of profit or return on capital; (4) In advising or failure to advise on financing of the work or project; or (5) In advising or failing to advise on any legal work, title checks, form of insurance or suretyship_ d. Any liability which arises out of any actual or alleged infringement of copyright or trademark or trade dress or patent, unfair competition or piracy, or theft or wrongful taking of concepts or intellectual property. e. Any liability for damages: (1) From the intentional dishonest, fraudulent, malicious or criminal acts of the Named Insured, or by any partner, member of a limited liability company, or executive officer, or at the direction of any of them; or (2) Which is in fact expected or intended by the insured, even if the injury or damage is of a different degree or type than actually expected or intended. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with Its permission. Page 6 of 14 Copyright 2015 FCCI Insurance Group Insured Copy COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) f. Any liability arising out of manufacturer's warranties or guarantees whether express or implied. g. Any liability arising from "property damage" to property owned by, rented or leased to the insured. h. Any liability incurred or "property damage" which occurs, in whole or in part, before you have completed "your work," "Your work" will be deemed completed at the earliest of the following times: (1) When all of the work called for in your contract or work order has been completed; (2) When all the work to be done at the job site has been completed if your contract calls for work at more than one job site; or (3) When that part of the work done at a job site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. Work that may need service or maintenance, correction, repair or replacement, but which is otherwise complete, will be treated as complete. i. Any liability arising from "property damage" to products that are still in your physical possession. j. Any liability arising out of the rendering of or failure to render any professional services by you or on your behalf, but only with respect to either or both of the following operations: (1) Providing engineering, architectural or surveying services to others; and (2) Providing or hiring independent professionals to provide engineering, architectural or surveying services in connection with construction work you perform. Professional services include the preparing, approving or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and specifications. Professional services also include supervisory or inspection activities performed as part of any related architectural or engineering activities. But, professionalservices do not include services within construction means, methods, techniques, sequences and procedures employed by you in connection with construction work you perform. k. Your loss of profit or expected profit and any liability arising therefrom. 1. "Property damage" to property other than "your product," "your work" or "impaired property." m. Any liability arising from claims or "suits' where the right of action against the insured has been relinquished or waived. n. Any liability for "property damage" to "your work" if the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor. o. Any liability arising from the substitution of a material or product for one specified on blueprints, work orders, contracts or engineering specifications unless there has been written authorization, or unless the blueprints, work orders, contracts or engineering specifications were written by you, and you have authorized the changes. p, Liability of others assumed by the insured under any contract or agreement, whether oral or in writing. This exclusion does not apply to liability for damages that the insured would have in the absence of the contract or agreement. 3. For the purposes of Coverage G, the following definition is added to the Definitions section: a, "Contractor" means a person or organization engaged in activities of building, clearing, filing, excavating or improvement in the size, use or appearance of any structure or land, "Contractor" does not include a "seller" as defined elsewhere in this endorsement. 4. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $250. The limits of insurance will not be reduced by the application of the deductible amount. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 7 of 14 Copyright 2015 FCC] Insurance Group Insured Copy COMMERCIAL GENERAL LIABILITY CGL 088 (O1 15) We may pay any part or all of the deductible amount to effect settlement of any claim or "suit", and upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. 5. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. The insurance under COVERAGE G does not apply if a loss is paid under COVERAGE F. COVERAGE H. LOST KEY COVERAGE 1. Insuring Agreement We will pay those sums, subject to the limits of liability described in SECTION III LIMITS OF INSURANCE in this endorsement and the deductible shown below, that you become legally obligated to pay as damages caused by an "occurrence" and due to the loss or mysterious disappearance of keys entrusted to or in the care, custody or control of you or your "employees" or anyone acting on your behalf. The damages covered bythis endorsement are limited to the: a. Actual cost of the keys; b. Cost to adjust locks to accept new keys; or c. Cost of new locks, if required, including the cost of installation. Z Exclusions This insurance does not apply to: a. Keys owned by any insured, employees of any insured, or anyone acting on behalf of any insured; b, Any resulting loss of use; or c. Any of the following acts by any insured, employees of any insured, or anyone acting on behalf of any insured: 1) Misappropriation; 2) Concealment; 3) Conversion; 4) Fraud; o r 5) Dishonesty. 3. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $1,000. The limits of insurance will not be reduced by the application of the deductible amount. We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and, upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. EXPANDED COVERAGE FOR TENANT'S PROPERTY AND PREMISES RENTED TO YOU The first paragraph after subparagraph (6) in Exclusion j., Damage to Property is amended to read as follows: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire) to premises, including the contents of such premises, rented to you, A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III — Limits Of Insurance. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Paige 8 of 14 Copyright 2015 FOCI Insurance Group Insured Copy COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) SECTION I - COVERAGES, SUPPLEMENTARY PAYMENTS — COVERAGE A and B is amended as follows: All references to SUPPLEMENTARY PAYMENTS — COVERAGES A and B are amended to SUPPLEMENTARY PAYMENTS — COVERAGES A, B, D, E, G, and H. 1. Cost of Bail Bonds Paragraph 1.b. is replaced with the following: b. Up to $2,500 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 2. Loss of Earnings Paragraph 1.d. is replaced with the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. SECTION 11 —WHO IS AN INSURED is amended as follows: 1. Incidental Malpractice Paragraph 2.a.(1)(d) is replaced with the following: (d) Arising out of his or her providing or failing to provide professional health care services. However, this exclusion does not apply to a nurse, emergency medical technician or paramedic employed by you to provide medical services, unless: (i) You are engaged in the occupation or business of providing or offering medical, surgical, dental, x-ray or nursing services, treatment, advice or instruction; or (ii) The "employee" has another insurance that would also cover claims arising under this provision, whether the other insurance is primary, excess, contingent or on any other basis. 2. Broadened Who Is An Insured The following are added to Paragraph 2.: Subsidiaries e. Your subsidiaries if: (1) They are legally incorporated entities, and (2) You own more than 50% of the voting stock in such subsidiaries as of the effective date of this policy. If such subsidiaries are not shown in the Declarations, you must report them to us within 180 days of the inception of your original policy. Additional Insureds f. Any person or organization described in paragraphs g. through k. below whom you are required to add as an additional insured on this policy under a written contract or agreement in effect during the term of this policy, provided the written contract or agreement was executed prior to the "bodily injury", "property damage" or "personal and advertising injury" for which the additional insured seeks coverage. However, the insurance afforded to such additional insured(s): (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured; (3) Will not be broader than that.which is afforded to you under this policy; (4) Is subject to the conditions described in paragraphs g. through k_ below, and (5) Nothing herein shall extend the term of this policy. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 9 of 14 Copyright 2015 FCCI Insurance Group Insured Copy COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) g. Owner, Lessor or Manager of Premises If the additional insured is an owner, lessor or manager of premises, such person or organization shall be covered only with respect to liability arising out of the ownership, maintenance or use of that part of any premises leased to you and subject to the following additional exclusions: (1) Any "occurrence that takes place after you cease to occupy those premises; or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such person or organization. h. State or Govemmental Agency or Subdivision or Political Subdivision — Permits or Authorizations If the additional insured is the state or any political subdivision, the state or political subdivision shall be covered only with respect to operations performed by you or on your behalf for which the state or political subdivision has issued a permit or authorization. This insurance does not apply to: (1) "Bodily injury", "property damage", or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or (2) `Bodily injury" or "property damage" included within the "products -completed operations hazard". [. Lessor of Leased Equipment If the additional insured is a lessor of leased equipment, such lessor shall be covered only with respect to lability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). With respect to the insurance afforded to these additional insureds, this insurance does not apply to any "occurrence" which takes place after the equipment lease expires. j. Mortgagee, Assignee, or Receiver If the additional Insured is a mortgagee, assignee, or receiver of premises, such mortgagee, assignee or receiver of premises is an additiona[ insured only with respect to their liability as mortgagee, assignee, or receiver and arising out of the ownership, maintenance, or use of the premises by you. This insurance does not apply to structural alterations, new construction and demolition operations performed by or for that person or organization. k. Vendor If the additional insured is a vendor, such vendor is an additional insured only with respect to "bodily injury" or "property damage" caused by "your products" which are distributed or sold in the regular course of the vendor's business, subject to the following additional exclusions: (1) The insurance afforded to the vendor does not apply to: (a) "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in absence of the contract or agreement, (b) Any express warranty unauthorized by you; (c) Any physical or chemical change in "your product" made intentionally by the vendor; (d) Repackaging, unless unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; (e) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; (f) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc„ with its permission. Page 10 of 14 Copyright 2015 FCCI Insurance Group Insured Copy COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) (g) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor; or (h) "Bodily injury" or"property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: The exceptions contained in Subparagraphs d. or f.; or ii. Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. (2) This insurance does not apply to any insured person or organization, from whom you have acquired such products, or any ingredient; part or oontainer, entering into, accompanying or containing such products. 3. Newly Formed or Acquired Organizations Paragraph 3. is amended as follows; a. Coverage under this provision is afforded until the end of the policy period. d. Coverage A does not apply to product recall expense arising out of any withdrawal or recall that occurred before you acquired or formed the organization. SECTION III — LIMITS OF INSURANCE is amended as follows: 1. Paragraph 2. is replaced with the following: 2. The General Aggregate Limit is the most we will pay for the sum of: a. Medical expenses under Coverage C; b. Damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard"; c. Damages under Coverage B; d. Voluntary "property damage" payments under Coverage D; e. Care, Custody or Control damages under Coverage E.; and f. Lost Key Coverage under Coverage H. 2. Paragraph 5. is replaced with the following: 5. Subject to Paragraph 2, or 3. above, whichever applies, the Each Occurrence Limit is the most we will pay for the sum of: a. Damages under Coverage A; b. Medical expenses under Coverage C; G. Voluntary 'property damage" payments under Coverage D; d. Care, Custody or Control damages under Coverage E; e. Limited Product Withdrawal Expense under Coverage F; f. Contractors Errors and Omissions under Coverage G.; and, g. Lost Key Coverage under Coverage H. because of all "bodily injury" and "property damage" arising out of any one "occurrence". 3. Paragraph 6. is replaced with the following: 6. Subject to Paragraph 5. above the Damage To Premises Rented To You Limit is the most we will pay under Coverage Afor damages because of "property damage" to anyone premises, while rented to you, CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 11 of 14 Copyright 2015 FCCI Insurance Group Insured Ccpy _ COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) or in the case of damage by fire or explosion, while rented to you or temporarily occupied by you with permission of the owner. The Damage to Premises Rented to You Limit is the higher of the Each Occurrence Limit shown in the Declarations or the amount shown in the Declarations as Damage To Premises Rented To You Limit. 4. Paragraph 7. is replaced,with the following: 7. Subject to Paragraph 5. above, the higher of $10,000 or the Medical Expense Limit shown in the Declarations is the most we will pay under Coverage C for all medical expenses because of "bodily injury' sustained by any one person. 5. Paragraph S. is added as follows: 6. Subject to Paragraph 5. above, the most we will pay under Coverage D. Voluntary Property Damage for loss arising out of any one "occurrence" is $1,500. The most we will pay in any one -policy period, regardless of the number of claims made or suits brought, is $3,000. 6. Paragraph 9. is added as follows: 9. Subject to Paragraph 5. above, the most we will pay under Coverage E. Care, Custody or Control for "property damage" arising out of any one "occurrencd' is $1,000. The most we will pay in any one -policy period, regardless of the number of claims made or suits brought, is $5,000. 7. Paragraph 10. is added as follows: 10. Subject to Paragraph 5. above, the most we will pay under Coverage F. Limited Product Withdrawal Expense for "product withdrawal expenses" in any one -policy period, regardless of the number of insureds, "product withdrawals" initiated or number of "your products" withdrawn is $10,000. 8. Paragraph 11, is added as follows; 11. Subject to Paragraph 5. above, the most we will pay under Coverage G. Contractors Errors and Omissions for damage in any one -policy period, regardless of the number of insureds, claims or "suits" brought, or persons or organizations making claim or bringing "suits" is $10,000. For errors in contract or job specifications or in recommendations of products or materials to be used, this policy will not pay for additional costs of products and materials to be used that would not have been incurred had the correct recommendations or specifications been made. 9. Paragraph 12. is added as follows: 12. Subject to Paragraph 5. above, the most we will pay under Coverage H., Lost Key Coverage for damages arising out of any one occurrence is $50,000. 10. Paragraph 13. is added as follows: 13. The General Aggregate Limit applies separately to: a. Each of your projects away from premises owned by or rented to you; or b. Each "location" owned by or rented to you. "Location" as used in this paragraph means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. 11. Paragraph 14. is added as follows: 14. With respect to the insurance afforded to any additional insured provided coverage under this endorsement: If coverage provided to the additional insured is required by a contractor agreement, the most we will pay on behalf of the additional insured is the amount of insurance. a. Required by the contract or agreement; or CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 12 of 14 Copyright 2015 FCCI Insurance Group Insured Copy COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) b. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: 1. Subparagraph 2.a. of Duties In The Event Of Occurrence, Offense, Claim, or Suit is replaced with the following: a. You must see to it that we are notified as soon as practicable of an "occurrence" or an offense which may result in a claim. This requirement applies only when the "occurrence" or offense is known to the following: (1) An individual who is the sole owner; (2) A partner, if you are a partnership or joint venture; (3) An "executive officer" or insurance manager, if you are a corporation; (4) A manager, if you are a limited liability company; (5) A person or organization having proper temporary custody of your property if you die; (6) The legal representative of you if you die; or (7) A person (other than an "employee") or an organization while acting as your real estate manager. To the extent possible, notice should include: (1) How, when and,where the "occurrence" or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense. 2. The following is added to Subparagraph 2.b. of Duties In The Event Of Occurrence, Offense, Claim, or Suit: The requirement in 2.b.applies only when the "occurrence" or offense is known to the following: (1) An individual who is the sole owner; (2) A partner or insurance manager, if you are a partnership or joint venture; (3) An "executive officer' or insurance manager, if you are a corporation; (4) A manager or insurance manager, if you are a limited liability company; (5) Your officials, trustees, board members or insurance manager, if you are a not -for -profit organization; (6) A person or organization having proper temporary custody of your property if you die; (7) The legal representative of you if you die; or (8) A person (other than an "employee") or an organization while acting as your real estate manager. 3. The following is added to paragraph 2. of Duties in the Event of Occurrence, Offense, Claim or Suit: e. If you report an "occurrence" to your workers compensation carrier that develops into a liability claim for which coverage is provided by the Coverage Form, failure to report such an "occurrence" to us at the time of the "occurrence" shall not be deemed a violation of paragraphs a., b., and c. above. However, you shall give written notice of this "occurrence" to us as soon as you become aware that this "occurrence" may be a liability claim rather than a workers compensation claim. 4. Paragraph 6. is replaced with the following: 6. Representations CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 13 of 14 Copyright 2015 FOCI Insurance Group Insured copy COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations, Any error or omission in the description of, or failure to completely describe or disclose any premises, operations or products intended to be covered by the Coverage Form will not invalidate or affect coverage for those premises, operations or products, provided such error or omission or failure to completely describe or disclose premises, operations or products was not intentional. You must report such error or omission to us as soon as practicable after its discovery. However, this provision does not affect our right to collect additional premium charges or exercise our right of cancellation or nonrenewal. 5. The following is added to paragraph 8. Transfer Of Rights Of Recovery Against Others To Us: However, we waive any right of recovery we may have because of payments we make for injury or damage arising out of your ongoing operations or "your work" included in the "products -completed operations hazard" under the following conditions: a) Only when you have agreed in writing to waive such rights of recovery in a contract or agreement; b) Only as to the person/entity as to whom you are required by the contract to waive rights of recovery.; and c) Only if the contract or agreement is in effect during the term of this policy, and was executed byyou . prior to the loss. B. Paragraph 10. is added as follows: 10. Liberalization If we revise this Coverage Form to provide more coverage without additional premium charge, your policy will automatically provide the additional coverage as of the day the revision is effective in the applicable state(s). CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 14 of 14 Copyright 2015 FCCI Insurance Group fnaired copy POLICY NUMBER: CPP100035271 COMMERCIAL GENERAL LIABILITY CGL 121 (0413) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -- OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONTRACT OR AGREEMENT -- ONGOING OPERATIONS AND PRODUCTS -COMPLETED OPERATIONS (TEXAS LIMITED SOLE NEGLIGENCE) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SCHEL]ULt UP I IUNAL Name of Additional Insured Persons or organizations (As required by written contract or agreement per Paragraph A. below,) Locations of Covered Operations (As per the written contract or agreement, provided the location is within the "coverage territory'.) (Information required to comolete this Schedule, if not shown above, will be shown in the Declarations.) A. Section II —Who Is An Insured is amended to include as an additional insured: 1. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement in effect during the term of this policy that such person or organization be added as an additional insured on your policy; and 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph 1. above; and 3. The particular person or organization, if any, scheduled above_ CGL 121 (04 13)Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 1 of 3 Copyright 2013 FCC[ Insurance Group. Insured Copy Such person(s) or organization(s) is an additional insured only with respect to liability for "bodily injury", 'property damage" or "personal and advertising injury" occurring after the execution of the contract or agreement described in Paragraph 1, above and caused, in whole or in part, by: a. Your acts or omissions; or b. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured; or c. "Your work" performed for the additional insured and included in the "products -completed operations hazard" if such coverage is specifically required in the written contract or agreement. With respect to liability of the additional insured for "bodily injury" of an employee or agent of a named insured or the employee of a named insured's subcontractor, coverage shall apply for the partial or sole negligence of the additional insured, but only if such coverage is specifically required in the written contractor agreement. However, the insurance afforded to such additional insured(s) described above: a. Only applies to the extent permitted by law; b. Will not be broader than thatwhich you are required by the contract or agreement to provide for such additiona[ insured; c. Will not be broader than that which is afforded to you under this policy; and d. Nothing herein shall extend the term of this policy. .13. The insurance provided to the additional insured does not apply to "bodily, injury", "property damage;' or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including. 1. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. C. This insurance is excess over any other valid and collectible insurance available to the additional insured whether on a primary, excess, contingent or any other basis; unless the written contract or agreement requires that this insurance be primary and non-contributory, in which case this insurance will be primary and non-contributory relative to insurance on which the additional insured is a Named Insured. D. With respect to the insurance afforded to these additional insureds, the following is added to Section IIi — Urnits of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contractor agreement described in Paragraph A.1.; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. E. Section IV — Commercial General Liability Conditions is amended as follows: The Duties In The Event of Occurrence, Offense, Claim or Suit condition is amended to add the following additional conditions applicable to the additional insured: CGL 121 (0413) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 2 of 3 Copyright 2013 FCCI Insurance Group, Insured Copy IL 060 (07 13) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET NOTIFICATION TO OTHERS OF CANCELLATION This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM BUSINESS AUTO PHYSICAL DAMAGE COVERAGE FORM BUSINESSOWNERS COVERAGE FORM COMMERCIAL CRIME COVERAGE FORM COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL INLAND MARINE COVERAGE PART COMMERCIAL LIABILITY UMBRELLA COVERAGE FORM COMMERCIAL OUTPUT POLICY COMMERCIAL PROPERTY COVERAGE PART FARM COVERAGE PART FARM UMBRELLA COVERAGE FORM GARAGE COVERAGE FORM LIQUOR LIABILITY COVERAGE PART PRODUCT WITHDRAWAL COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART If we cancel this policy for any statutorily permitted reason other than nonpayment of premium we will mail notice of cancellation to any person or organization to wham you have agreed in a written contract that notice of oancellation of this policy will be given, but only if: 1. You send us a written request to provide such notice, including the name and address of such person or organization, after the first Named Insured shown in the Declarations receives notice from us of the cancellation of this policy; and, 2. We receive such written request at least 45 days before the effective date of cancellation. We will mail such notice at least 30 days before the effective date of the cancellation. Irrespective of any of the provisions above, nothing herein is intended to vest any right in the person or organization to be given notice, and said person or organization shall have no rights under this policy if helit does not receive notice per this endorsement. IL 060 (07 13) Copyright 2013 FCCI Insurance Group. Page 1 of 1 Mawad Copy POLICY NUMBER: cA100008451 COMMERCIAL, AUTO CA 04 44 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Endorsement Effective Date: SCHEDULE Name(s) Of Person(s) Or Organization(s): Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and executed by you before the bodily injury or property damage occurs and that is in effect during the policy period, Information required to complete this Schedule if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the 'loss" under a contract with that person or organization. CA 04 4410 13 C Insurance Services Office, Inc., 2011 Page 1 of 1 Insured Copy POLICY NUMBER: CA100008451 COMMERCIAL AUTOMOBILE CAU 042 (01 15) THIS ENDORSEMENT" CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED DESIGNATED PERSON OR ORGANIZATION PRIMARYMON-CONTRIBUTORY COVERAGE This endorsement modifies insurance provided under the following; BUSINESS AUTO COVERAGE FORM This endorsement is subject to the terms, conditions, exclusions and any other provisions of the BUSINESS AUTO COVERAGE FORM or any endorsement attached thereto unless changes or additions are indicated below. For the purpose of this endorsement, Section II. A. 1. Who Is An Insured is amended by adding the following: 1. Any person or organization designated in the schedule below is an "insured" for Liability Coverage but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form. 2. This insurance is primary and non-contributory to other coverages of the person or organization shown in the Schedule when so required in a written contract or agreement that is executed prior to the loss for which coverage is sought. SCHEDULE Name of Person or Organization: Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and executed by you before the bodily injury or property damage occurs and that is in effect during the policy period. CAU042 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 1 of 1 Copyright 2013 FCC[ Insurance Group. Insured Copy POLICY NUMBER: UMB100020344, IL 011 (01 15) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDED NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM BUSINESSOWNERS COVERAGE FORM COMMERCIAL CRIME COVERAGE FORM COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL INLAND MARINE COVERAGE PART COMMERCIAL LIABILITY UMBRELLA COVERAGE FORM COMMERCIAL OUTPUT POLICY COMMERCIAL PROPERTY COVERAGE PART FARM COVERAGE PART FARM UMBRELLA COVERAGE FORM LIQUOR LIABILITY COVERAGE PART MOTOR CARRIER COVERAGE FORM PRODUCT WITHDRAWAL COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE A. Number of Days' Notice: 60 B. Person(s) or Organization Name and Address: (If no entry appears above, information required to complete this Schedule will be shown in the Declarations as applicable to the endorsement.) For any statutorily permitted reason other than nonpayment of premium, the number of days required for notice of cancellation to the first Named Insured, as provided in Paragraph 2. of either the Cancellation Common Policy Condition or as amended by an applicable state cancellation endorsement, is increased to the number of days shown in item A. in the Schedule above. When a person or organization is listed in item B. in the Schedule above, the number of days notice in item A. also applies to the person(s) or organization listed in the schedule. IL 011 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 1 of 1 Copyright 2015 FCCI Insurance Group. Insured Capy POLICY NUMBER: UMB 10 0 0 2 0 3 4 4 COMMERCIAL. LIABILITY UMBRELLA CU 22 a2 06 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS WAIVER OF TRANSFER OF RIGHTS OF RECOVERYAGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL LIABILITY UMBRELLA COVERAGE PART SCHEDULE Name Of Person Or Organization: Any person/organization against whom rights of recovery are waived in a written contract that specifically mentions such waiver as applying to this Commercial Umbrella policy. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us Condition under Section IV — Conditions is amended by the ad diti on of the followi ng We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for "bodily injuryor property damage" arising out of your ongoing operations or `your work" done under a contract with that person or organization and included in the "products -completed op- erations hazard". This waiver applies only to the person or organization shown in the Schedule above. CU 22 82 06 04 © ISO Properties, Inc., 2003 Page 1 of 1 ❑ hsured Copy COMMERCIAL LIABILITY UMBRELLA UMB 179 (07 09) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED PRIMARY/ NON CONTRIBUTORY COVERAGE This endorsement modifies insurance provided under the following -- COMMERCIAL LIABILITY UMBRELLA COVERAGE PART The following replaces SECTION IV -- CONDITIONS, Paragraph 5. "Other Insurance" subsection a,: a. This insurance is excess over and shall not contribute with any of the other insurance, whether primary, excess, contingent or on any other basis. This condition will not apply to insurance specifically written as excess over this Coverage Part. The above will apply to additional insureds unless a written contract specifically requires that this insurance be primary and noncontributing as to the additional insured. The written contract must be currently in effect or become effective during the term of this policy and must be executed prior to the "bodily injury", "property damage" or "personal and advertising injury." When this insurance is excess, we will have no duty under Coverage A or B to defend the insured against any "suit" if any other insurer has a duty to defend the insured against that "suit'. If no other insurer defends, we will unde6ake to do so, but we will, be entitled to the insuredi!s rights against all those,other insurers. UMB 179 (07 09) Includes copyrighted Materials of the Insurance Services Office, Inc with its permission. Page 1 of 1 Copyright 2009 FCC[ Insurance Group, Insured Copy WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 B (Ed. 6-14) TEXAS WAIVER OF OUR RIGHT" TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operation's described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (x) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All Texas Operations 3. Premium: The premium charge for this endorsement shall be 2 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Refer to Premium Calculation Page This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement Is issued subsequent to preparation of the policy.) Endorsement Effective 12/17/2019 Policy No. WC00003578 Endorsement No. Insured Premium INCLUDED Fort Worth Civil Constructors LLC Insurance Company Countersigned by MONROE GUARANTY INSURANCE COMPANY WC 42 03 04 B (Ed. 6-14 ) 9 Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 06 01 (Ed. 1-94) TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancellation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: 30 2. Notice will be mailed to: Any person or organization when required by written contract Per schedule on file with FCCI 2435 N Central Expy Ste 1000 Richardson, TX 75080-2736 This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 1211712019 Policy No. WC00003578 Endorsement No, Insured Premium Fort Worth Civil Constructors LLC Insurance Company Countersigned by MONROE GUARANTY INSURANCE COMPANY WC 42 46 01 (Ed.1-94) STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnimy2, 2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology..........................................................................................................1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article2 — Preliminary Matters......................................................................................................................... 7 2.01 Copies of Documents.................................................................................................................... 7 2.02 Commencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the Work.......................................................................................................................... 8 2.04 Before Starting Construction........................................................................................................ 8 2.05 Preconstruction Conference.......................................................................................................... 8 2.06 Public Meeting.............................................................................................................................. 8 2.07 Initial Acceptance of Schedules.................................................................................................... 8 Article 3 — Contract Documents: Intent, Amending, Reuse ......... 3.01 Intent........................................................................... 3.02 Reference Standards ................................................... 3.03 Reporting and Resolving Discrepancies .................... 3.04 Amending and Supplementing Contract Documents 3.05 Reuse of Documents .................................................. 3.06 Electronic Data........................................................... ........................................................... 8 ........................................................... 8 ........................................................... 9 ........................................................... 9 .........................................................10 .........................................................10 ......................................................... 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: Febmary2, 2016 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment........................................................................................... 20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and "Or-Equals"....................................................................................................... 21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations................................................................................................................. 27 6.11 Taxes...........................................................................................................................................28 6.12 Use of Site and Other Areas....................................................................................................... 28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection.................................................................................................................. 29 6.15 Safety Representative.................................................................................................................. 30 6.16 Hazard Communication Programs............................................................................................. 30 6.17 Emergencies and/or Rectification............................................................................................... 30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work................................................................................................................... 32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6.22 Delegation of Professional Design Services.............................................................................. 34 6.23 Right to Audit.............................................................................................................................. 34 6.24 Nondiscrimination.......................................................................................................................35 Article 7 - Other Work at the Site...................................................................................................................35 7.01 Related Work at Site................................................................................................................... 35 7.02 Coordination................................................................................................................................36 Article 8 - City's Responsibilities................................................................................................................... 36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due............................................................................................................................ 36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals.............................................................................................. 36 8.07 Limitations on City's Responsibilities....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program............................................................................................... 37 Article 9 - City's Observation Status During Construction........................................................................... 37 9.01 City's Project Manager............................................................................................................37 9.02 Visits to Site................................................................................................................................ 37 9.03 Authorized Variations in Work.................................................................................................. 38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnimy2, 2016 Article 10 - Changes in the Work; Claims; Extra Work................................................................................ 38 10.01 Authorized Changes in the Work............................................................................................... 38 10.02 Unauthorized Changes in the Work........................................................................................... 39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety.................................................................................................................. 39 10.06 Contract Claims Process............................................................................................................. 40 Article 11- Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work.......................................................................................................................... 44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time................................................................. 46 12.01 Change of Contract Price............................................................................................................ 46 12.02 Change of Contract Time............................................................................................................ 47 12.03 Delays..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................ 48 13.02 Access to Work........................................................................................................................... 48 13.03 Tests and Inspections.................................................................................................................. 48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work............................................................................................................. 49 13.06 Correction or Removal of Defective Work................................................................................ 50 13.07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work............................................................................................. 51 Article 14 - Payments to Contractor and Completion.................................................................................... 52 14.01 Schedule of Values...................................................................................................................... 52 14.02 Progress Payments...................................................................................................................... 52 14.03 Contractor's Warranty of Title................................................................................................... 54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance......................................................................................................................... 55 14.07 Final Payment.............................................................................................................................. 56 14.08 Final Completion Delayed and Partial Retainage Release........................................................ 56 14.09 Waiver of Claims........................................................................................................................ 57 Article 15 - Suspension of Work and Termination........................................................................................ 57 15.01 City May Suspend Work............................................................................................................. 57 15.02 City May Terminate for Cause................................................................................................... 58 15.03 City May Terminate For Convenience....................................................................................... 60 Article 16 - Dispute Resolution...................................................................................................................... 61 16.01 Methods and Procedures............................................................................................................. 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 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 FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 ................................................................ 62 ................................................................ 62 ................................................................ 62 ................................................................ 62 ................................................................ 63 ................................................................ 63 007200-1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 2 of 63 13. Change Order= —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor —The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs —Polychlorinated biphenyls. 49. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 5 of 63 51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project —The Work to be performed under the Contract Documents. 53. Project Manager —The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 6 of 63 63. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.023 through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 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: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. 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: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. htt2://www.window.state.tx.us/taxinfo/taxfonns/93-fonns.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is < insert name here >, or his/her successor pursuant to written notification from the Director of < insert managing department here >. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included.• The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0 LA.1 or specifically covered by Paragraph 11.0 LAA, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.0l.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.0l.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.0l.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.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 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.0l .A.4 and 11.0l .A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.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 case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0I.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all 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: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance 420020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007300-1 SUPPLEMENTARY CONDITIONS 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 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions Page 1 of 7 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of April 1, 2020: 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. CITY OF FORT WORTH East 15` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised January 22, 2016 007300-2 SUPPLEMENTARY CONDITIONS 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 Page 2 of 7 SC-4.01A.2, "Availability of Lands" Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of April 1, 2020: 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 [list any kind of Technical document. If none then write ` None' J Report No. , dated , prepared by [name of company preparing the report], [optional note when applicable] a sub - consultant of [name of the prime designer], a consultant of the City, providing additional information on [the subject the report is about] 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: [List each drawing applicable to this specific project: Sheet Title, Date, Firm prepared by. If none then write "None' J 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: Jacobs Engineering Group Inc. (3) Other: None [Obtain approval for the limits shown for SC 5.04A thru 5.04D. from City before finalizing Contract Documents] SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised January 22, 2016 007300-3 SUPPLEMENTARY CONDITIONS 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 50 51 52 53 54 55 Page 3 of 7 Employer's liability $100, 000 each accident/occurrence $100, 000 Disease - each employee $500, 000 Disease -policy limit SC-5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.0413. 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 [owned and operated by Railroad company name. If none then write "None'l 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: $Confirm Limits with Railroad CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised January 22, 2016 007300-4 SUPPLEMENTARY CONDITIONS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Page 4 of 7 (2) Each Occurrence: ,$Confirm Limits with Railroad Required for this Contract Not required for this Contract <Provide an `X" next to the appropriate selection above based on the Contract requirements> With respect to the above outlined insurance requirements, the following shall govern: 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. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a 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 <1, 2, 3, 4, or 5> 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: None SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 1. City of Fort Worth Grading + SWPPP 2. City of Fort Worth Traffic Control SC-6.0913. "City obtained permits and licenses" CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised January 22, 2016 007300-5 SUPPLEMENTARY CONDITIONS 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 Page 5 of 7 The following are known permits and/or licenses required by the Contract to be acquired by the City: None SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of April 1, 2020: None Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None <Insert the following if Federal assistance is provided for in this Contract> SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "Contractor") agrees as follows: 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin, in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. 4. Information and Reports: The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information and its facilities as may be determined by City or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the City, or the Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the Texas Department of Transportation may determine to be appropriate, including, but not limited to: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 East 15t Street Bridge Improvements 100575 007300-6 SUPPLEMENTARY CONDITIONS 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 Page 6 of 7 a. withholding of payments to the Contractor under the Contract until the Contractor complies, and/or b. cancellation, termination or suspension of the Contract, in whole or in part. 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as City or the Texas Department of Transportation may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request City to enter into such litigation to protect the interests of City, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Additional Title VI requirements can be found in the Appendix. SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: <Populate the table below with the required information. If none then write "None "> Vendor Scope of Work I Coordination Authority <List full Vendor Name> <List services being provided> <List "CITY"> SC-8.01, "Communications to Contractor" <Identify any specific communication coordination requirement and/or list any Section that requires such specific coordination requirement> SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Dwight Taylor, or his/her successor pursuant to written notification from the Director of Park & Recreation Department. SC-13.03C., "Tests and Inspections" Testing and Inspections are provided by City. Follow language in specification 01 45 23 Testing and Inspecting Services. SC-16.01C.1, "Methods and Procedures" None. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 East I't Street Bridge Improvements 100575 007300-7 SUPPLEMENTARY CONDITIONS Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised January 22, 2016 011100-1 SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 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 Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 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 East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 011100-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning ofthe Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 011100-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 012500-1 SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance ofproposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. Substitution will be rejected if a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality 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 Rejected Date CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 SECTION 013119 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 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 ofthe 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 East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised August 17, 2012 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 0132 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, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments 1. 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 ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBEprocedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised August 17, 2012 0131 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised August 17, 2012 013120-1 PROJECT MEETINGS Page I of 3 SECTION 013120 PROJECT MEETINGS [Specifier: This Specification is intended for use on projects designated as Tier 3 or Tier4.] PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 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 whenrequested 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 CITY OF FORT WORTH East ls` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 013120-2 PROJECT MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 013120-3 PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as 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] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 SECTION 0132 16 CONSTRUCTION PROGRESS SCHEDULE PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Progress Schedule 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance Document B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily 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. 1.3 REFERENCES A. Definitions 1. Schedule Tiers a. Tier 1 - No schedule submittal required by contract. Small, brief duration projects b. Tier 2 - No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects c. Tier 3 - Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond program projects d. Tier 4 - Schedule submittal required by contract as described in the Specification and herein. Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier 5 - Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule - Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule - Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 4. Schedule Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B. Reference Standards 1. City of Fort Worth Schedule Guidance Document 1.4 ADMINISTRATIVE REQUIREMENTS A. Baseline Schedule 1. General a. Prepare a cost -loaded baseline Schedule using approved software and the Critical Path Method (CPM) as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost -loaded baseline Schedule with the City to demonstrate understanding of the work to be performed and known issues and constraints related to the schedule. c. Designate an authorized representative (Project Scheduler) responsible for developing and updating the schedule and preparing reports. B. Progress Schedule 1. Update the progress Schedule monthly as required in the City of Fort Worth Schedule Guidance Document. 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 3. Change Orders a. Incorporate approved change orders, resulting in a change of contract time, in the baseline Schedule in accordance with City of Fort Worth Schedule Guidance Document. C. Responsibility for Schedule Compliance 1. Whenever it becomes apparent from the current progress Schedule and CPM Status Report that delays to the critical path have resulted and the Contract completion date will not be met, or when so directed by the City, make some or all of the following actions at no additional cost to the City a. Submit a Recovery Plan to the City for approval revised baseline Schedule outlining: 1) A written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates 3) Increase the number of working hours per shift, shifts per day, working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog ofwork 4) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities, and comply with the revised schedule 2. If no written statement of the steps intended to take is submitted when so requested by the City, the City may direct the Contractor to increase the level of effort in manpower (trades), equipment and work schedule (overtime, weekend and holiday work, etc.) to be employed by the Contractor in order to remove or arrest the delay to the critical path in the approved schedule. a. No additional cost for such work will be considered. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified inthis Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to determine whether the requested extension of time is entitled under the provisions of this Contract. a) The City will, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor, in writing thereof. 2) If the City finds that the requested extension of time is entitled, the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline schedule and on all data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseline schedule, do not affect any Contract completion date shown by the critical path in the network will not be the basis for a change therein. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time extension is requested but before the date of final payment under this Contract. a. No time extension will be granted for requests which are not submitted within the foregoing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the City or its representatives, and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions, the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize anytime extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 2. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or benefit of either the Contractor or the City. b. Proceed with work according to early start dates, and the City shall have the right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 c. Acknowledge and agree that actual delays, affecting paths of activities containing float time, will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. E. Coordinating Schedule with Other Contract Schedules 1. Where work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other contracts, the Baseline Schedule shall be coordinated with the schedules of the other contracts. a. Obtain the schedules of the other appropriate contracts from the City for the preparation and updating of Baseline schedule and make the required changes in his schedule when indicated by changes in corresponding schedules. 2. In case of interference between the operations of different contractors, the City will determine the work priority of each contractor and the sequence of work necessary to expedite the completion of the entire Project. a. In such cases, the decision of the City shall be accepted as final. b. The temporary delay of any work due to such circumstances shall not be considered as justification for claims for additional compensation. 1.5 SUBMITTALS A. Baseline Schedule 1. Submit Schedule in native file format and pdf format as required in the City offort Worth Schedule Guidance Document. a. Native file format includes: 1) Primavera (P6 or Primavera Contractor) 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and bring in hard copy to the meeting for review and discussion. B. Progress Schedule 1. Submit progress Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit progress Schedule monthly no later than the last day of the month. C. Schedule Narrative 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit schedule narrative monthly no later than the last day of the month. D. Submittal Process 1. The City administers and manages schedules through Buzzsaw. 2. Contractor shall submit documents as required in the City of Fort Worth Schedule Guidance Document. 3. Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules are required. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE 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] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 01 32 33 -1 PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 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 East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 SECTION 0133 00 SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 SUBMITTALS Pagel of 8 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 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 FORT WORTH East 15` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 013300-2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 1/2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH East Vt Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 013300-3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of. a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings I. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH East Vt Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 013300-4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH East Vt Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 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 I of the following codes: a. Code I 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 East Vt Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 013300-6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It maybe necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 013300-7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 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] CITY OF FORT WORTH East 15` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 013300-8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH East 15` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 0135 13 -1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes, but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives, Drop Weight, Etc. 13 £ Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 19 1. (Coordination with North Central Texas Council of Governments Clean 20 Construction Specification [remove if not required]) 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 — General Requirements 26 3. Section 33 12 25 — Connection to Existing Water Mains 27 1.2 PRICE AND PAYMENT PROCEDURES 28 A. Measurement and Payment 29 1. Coordination within Railroad permit areas 30 a. Measurement 31 1) Measurement for this Item will be by lump sum. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 will be paid for at the lump sum price bid for Railroad Coordination. 35 c. The price bid shall include: 36 1) Mobilization 37 2) Inspection 38 3) Safety training 39 4) Additional Insurance 40 5) Insurance Certificates CITY OF FORT WORTH East 15` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 0135 13 -2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 6) Other requirements associated with general coordination with Railroad, 2 including additional employees required to protect the right-of-way and 3 property of the Railroad from damage arising out of and/or from the 4 construction of the Project. 5 2. Railroad Flagmen 6 a. Measurement 7 1) Measurement for this Item will be per working day. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 will be paid for each working day that Railroad Flagmen are present at the 11 Site. 12 c. The price bid shall include: 13 1) Coordination for scheduling flagmen 14 2) Flagmen 15 3) Other requirements associated with Railroad 16 3. All other items 17 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification, unless a date is specifically cited. 24 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 25 High Voltage Overhead Lines. 26 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 27 Specification 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Coordination with the Texas Department of Transportation 30 1. When work in the right-of-way which is under the jurisdiction of the Texas 31 Department of Transportation (TxDOT): 32 a. Notify the Texas Department of Transportation prior to commencing any work 33 therein in accordance with the provisions of the permit 34 b. All work performed in the TxDOT right-of-way shall be performed in 35 compliance with and subject to approval from the Texas Department of 36 Transportation 37 B. Work near High Voltage Lines 38 1. Regulatory Requirements 39 a. All Work near High Voltage Lines (more than 600 volts measured between 40 conductors or between a conductor and the ground) shall be in accordance with 41 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 42 2. Warning sign 43 a. Provide sign of sufficient size meeting all OSHA requirements. 44 3. Equipment operating within 10 feet of high voltage lines will require the following 45 safety features CITY OF FORT WORTH East 15` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 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 0135 13 -3 SPECIAL PROJECT PROCEDURES Page 3 of 8 a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollution Watch Days 1. General a. Observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 31. c. Critical Emission Time 1) 6:00 a.m. to 10:00 a.m. 2. Watch Days a. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. b. Requirements 1) Begin work after 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. 2) However, the Contractor may begin work prior to 10:00 a.m. if: 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: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East I't Street Bridge Improvements 100575 0135 13 -4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 a. Public Notification 2 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 3 prior to commencing. 4 2) Minimum 24 hour public notification in accordance with Section 0131 13 5 G. Water Department Coordination 6 1. During the construction of this project, it will be necessary to deactivate, for a 7 period of time, existing lines. The Contractor shall be required to coordinate with 8 the Water Department to determine the best times for deactivating and activating 9 those lines. 10 2. Coordinate any event that will require connecting to or the operation of an existing 11 City water line system with the City's representative. 12 a. Coordination shall be in accordance with Section 33 12 25. 13 b. If needed, obtain a hydrant water meter from the Water Department for use 14 during the life of named project. 15 c. In the event that a water valve on an existing live system be turned off and on 16 to accommodate the construction of the project is required, coordinate this 17 activity through the appropriate City representative. 18 1) Do not operate water line valves of existing water system. 19 a) Failure to comply will render the Contractor in violation of Texas Penal 20 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 21 will be prosecuted to the full extent of the law. 22 b) In addition, the Contractor will assume all liabilities and 23 responsibilities as a result of these actions. 24 H. Public Notification Prior to Beginning Construction 25 1. Prior to beginning construction on any block in the project, on a block by block 26 basis, prepare and deliver a notice or flyer of the pending construction to the front 27 door of each residence or business that will be impacted by construction. The notice 28 shall be prepared as follows: 29 a. Post notice or flyer 7 days prior to beginning any construction activity on each 30 block in the project area. 31 1) Prepare flyer on the Contractor's letterhead and include the following 32 information: 33 a) Name of Project 34 b) City Project No (CPN) 35 c) Scope of Project (i.e. type of construction activity) 36 d) Actual construction duration within the block 37 e) Name of the contractor's foreman and phone number 38 f) Name of the City's inspector and phone number 39 g) City's after-hours phone number 40 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 41 A. 42 3) Submit schedule showing the construction start and finish time for each 43 block of the project to the inspector. 44 4) Deliver flyer to the City Inspector for review prior to distribution. 45 b. No construction will be allowed to begin on any block until the flyer is 46 delivered to all residents of the block. 47 I. Public Notification of Temporary Water Service Interruption during Construction CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 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 0135 13 -5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: 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 (USAGE) 1. 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 1. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 East I't Street Bridge Improvements 100575 0135 13 -6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 b. If wet saw cutting is performed, capture and properly dispose of slurry. 2 M. Employee Parking 3 1. Provide parking for employees at locations approved by the City. 4 N. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 5 Construction Specification [if required for the project — verify with City] 6 1. Comply with equipment, operational, reporting and enforcement requirements set 7 forth in NCTCOG's Clean Construction Specification.} 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 19 20 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.43 — 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 WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 0135 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: NOTICE 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.> OR 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 East 15` Street Bridge Improvements 100575 10 2 3 M 0135 13 -8 SPECIAL PROJECT PROCEDURES Page 8 of 8 EXHIBIT B FORTWORTH DOE NO. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH East V Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 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 City's Buzzsaw site, or another external FTP site approved by the City. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. 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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. 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 East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities withfloor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH East Pt Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration ofthe project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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] 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 East ls` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 015526-1 STREET USE PERMrr AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 015526-2 STREET USE PERMrr AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Divisionto remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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 CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 015526-3 STREET USE PERMrr AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 5713 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end ofthis Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 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 Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI 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 NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 0157 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 SECTION 01 5813 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered to have a pay line item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 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 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 01 58 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [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 A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 016000-1 PRODUCT REQUIREMENTS Page 1 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 located on Buzzsaw as follows: 1. Resources\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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 016000-2 PRODUCT REQUIREMENTS 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 CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH East ls` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control ofpremises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 2 3 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 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 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 6 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 East I't Street Bridge Improvements 100575 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 6 1 3. Mobilizations and Demobilization for Miscellaneous Projects 2 a. Mobilization and Demobilization 3 1) Mobilization shall consist of the activities and cost on a Work Order basis 4 necessary for: 5 a) Transportation of Contractor's personnel, equipment, and operating 6 supplies to the Site for the issued Work Order. 7 b) Establishment of necessary general facilities for the Contractor's 8 operation at the Site for the issued Work Order 9 2) Demobilization shall consist of the activities and cost necessary for: 10 a) Transportation of Contractor's personnel, equipment, and operating 11 supplies from the Site including disassembly for each issued Work 12 Order 13 b) Site Clean-up for each issued Work Order 14 c) Removal of all buildings or other facilities assembled at the Site for 15 each Work Oder 16 b. Mobilization and Demobilization do not include activities for specific items of 17 work for which payment is provided elsewhere in the contract. 18 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 19 a. A Mobilization for Miscellaneous Projects when directed by the City and the 20 mobilization occurs within 24 hours of the issuance of the Work Order. 21 B.Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C.Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 — General Requirements 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A.Measurement and Payment [Consult City Department/Division for direction on if 28 Mobilization pay item to be included or the item should be subsidiary. Include the 29 appropriate Section 1.2 A. 1.] 30 1. Mobilization and Demobilization [If subsidiary] 31 a. Measure 32 1) This Item is considered subsidiary to the various Items bid. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 are subsidiary to the various Items bid and no other compensation will be 36 allowed. 37 [OR] 38 1. Mobilization and Demobilization [If bid item included for Mobilization — 39 Consultant to provide a maximum % of adjusted contract amount based on the 40 anticipated mobilization costs to limit the amount bid for this item] 41 a. Measure 42 1) This Item will be measured by the lump sum or each as the work 43 progresses. Mobilization is calculated on the base bid only and will not be 44 paid for separately on any additive alternate items added to the Contract. 45 2) Demobilization shall be considered subsidiary to the various bid items. 46 b. Payment CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised November 22, 2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 6 1 1) For this Item, the adjusted Contract amount will be calculated as the total 2 Contract amount less the lump sum for mobilization. Mobilization shall be 3 made in partial payments as follows: 4 a) When 1 % of the adjusted Contract amount for construction Items is 5 earned, 50% of the mobilization lump sum bid or [Insert % the maximum 6 allowed] % of the total Contract amount, whichever is less, will be paid. 7 b) When 5% of the adjusted Contract amount for construction Items is 8 earned, 75% of the mobilization lump sum bid or [Insert the maximum 9 allowed]% of the total Contract amount, whichever is less, will be paid. 10 Previous payments under the Item will be deducted from this amount. 11 c) When 10% of the adjusted Contract amount for construction Items is 12 earned, 100% of the mobilization lump sum bid or [Insert the maximum 13 allowed]% of the total Contract amount, whichever is less, will be paid. 14 Previous payments under the Item will be deducted from this amount. 15 d) A bid containing a total for "Mobilization" in excess of [Insert 16 maximum allowed] % of total contract shall be considered unbalanced 17 and a cause for consideration of rejection. 18 e) The Lump Sum bid for "Mobilization — Paving/Drainage" shall NOT 19 include any cost or sum for mobilization items associated with 20 water/sewer items. Those costs shall be included in the various 21 water/sewer bid Items. Otherwise the bid Items shall be considered 22 unbalanced and a cause for consideration of rejection. 23 f) The Lump Sum bid for "Mobilization — Paving" shall NOT include 24 any cost or sum for mobilization items associated with drainage items. 25 Those costs shall be included in the "Mobilization — Drainage" Lump 26 Sum bid Item. Otherwise the bid Items shall be considered unbalanced 27 and a cause for consideration of rejection. 28 g) The Lump Sum bid for "Mobilization — Drainage" shall NOT 29 include any cost or sum for mobilization items associated with paving 30 items. Those costs shall be included in the "Mobilization — Paving" 31 Lump Sum bid Item. Otherwise the bid Items shall be considered 32 unbalanced and a cause for consideration of rejection. 33 2) The work performed and materials furnished for demobilization in 34 accordance with this Item are subsidiary to the various Items bid and no other 35 compensation will be allowed. 36 [OR] 37 1. Mobilization and Demobilization [If multiple `Mobilization " bid items are used 38 due to different funding (ex. Water and Sewer and Paving and/or Drainage) — 39 Provide detail of each bid item - Consultant to provide detail for each bid item 40 (typically Water/Sewer will be subsidiary and Paving/Drainage will be LS, with 41 possibly separate bid items for Paving and Drainage due to funding).] 42 a. Measure 43 1) This item for Water/Sewer improvements is considered subsidiary to the 44 various Items bid. 45 2) "Mobilization — Paving," "Mobilization — Drainage," and/or "Mobilization 46 — Paving/Drainage" will be measured by the lump sum or each as the work 47 progresses. Mobilization is calculated on the base bid only and will not be 48 paid for separately on any additive alternate items added to the Contract. 49 3) Demobilization shall be considered subsidiary to the various bid items. 50 b. Payment CITY OF FORT WORTH East 15` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised November 22, 2016 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 6 1 1) The work performed and materials furnished in accordance with this Item 2 for Water/Sewer improvements are subsidiary to the various Items bid and no 3 other compensation will be allowed. 4 2) "Mobilization — Paving," "Mobilization — Drainage," and/or "Mobilization 5 — Paving/Drainage", the adjusted Contract amount will be calculated as the 6 total Contract amount for paving, drainage or paving/drainage improvements 7 less the lump sum for mobilization. Mobilization shall be made in partial 8 payments as follows: 9 a) When 1% of the adjusted Contract amount for construction Items is 10 earned, 50% of the mobilization lump sum bid or [Insert % the maximum 11 allowed] % of the total paving, drainage, or paving/drainage Contract 12 amount, whichever is less, will be paid. 13 b) When 5% of the adjusted Contract amount for construction Items is 14 earned, 75% of the mobilization lump sum bid or [Insert the maximum 15 allowed]% of the total paving, drainage, or paving/drainage Contract 16 amount, whichever is less, will be paid. Previous payments under the Item 17 will be deducted from this amount. 18 c) When 10% of the adjusted Contract amount for construction Items is 19 earned, 100% of the mobilization lump sum bid or [Insert the maximum 20 allowed]% of the total paving, drainage, or paving/drainage Contract 21 amount, whichever is less, will be paid. Previous payments under the Item 22 will be deducted from this amount. 23 d) A bid containing a total for "Mobilization' in excess of [Insert 24 maximum allowed] % of total paving, drainage or paving/drainage 25 contract shall be considered unbalanced and a cause for consideration 26 of rejection. 27 3) The work performed and materials furnished for demobilization in 28 accordance with this Item are subsidiary to the various Items bid and no other 29 compensation will be allowed. 30 2. Remobilization for suspension of Work as specifically required in the Contract 31 Documents 32 a. Measurement 33 1) Measurement for this Item shall be per each remobilization performed. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this Item 36 and measured as provided under "Measurement" will be paid for at the unit 37 price per each "Specified Remobilization" in accordance with Contract 38 Documents. 39 c. The price shall include: 40 1) Demobilization as described in Section 1.1.A.2.a.1) 41 2) Remobilization as described in Section 1.1.A.2.a.2) 42 d. No payments will be made for standby, idle time, or lost profits associated this 43 Item. 44 3. Remobilization for suspension of Work as required by City 45 a. Measurement and Payment 46 1) This shall be submitted as a Contract Claim in accordance with Article 10 47 of Section 00 72 00. 48 2) No payments will be made for standby, idle time, or lost profits associated 49 with this Item. CITY OF FORT WORTH East 15` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised November 22, 2016 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 017000-5 MOBILIZATION AND REMOBILIZATION Page 5 of 6 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 31 1.3 REFERENCES [NOT USED] 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 SUBMITTALS [NOT USED] 34 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 35 1.7 CLOSEOUT SUBMITTALS [NOT USED] 36 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 37 1.9 QUALITY ASSURANCE [NOT USED] 38 LI0 DELIVERY, STORAGE, AND HANDLING [NOT USED] 39 LI I FIELD [SITE] CONDITIONS [NOT USED] 40 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH East 15` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised November 22, 2016 017000-6 MOBILIZATION AND REMOBILIZATION Page 6 of 6 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 110IZI]Icyx40Y1130 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH East 15` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised November 22, 2016 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 017123 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised February 14, 2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built 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 for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 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 East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised February 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment — 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. 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 East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised February 14, 2018 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of 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. 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 East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) 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 PART 2 - PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, 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 for reference. 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 East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS A.Tolerances: The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1ft 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 producing no 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 3.1.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 WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION AM 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 any time deemed necessary. 2. Checks by City personnel or 3rd 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 East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised February 14, 2018 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised February 14, 2018 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT 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 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH East ls` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 01 74 23 - 2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH East ls` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 01 74 23 - 3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels andother foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH East ls` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 01 74 23 - 4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] 1040 �ZI] 9ly 0111 Mei Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION 01 7719 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 0177 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 0177 19 - 3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT 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 FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements I1WEff9W41WRe113 Z%140 111e1119 4*T1141 111117 xy A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days ofproduct shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 % inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions £ Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 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 j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking £ Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [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 8/31/2012 D. Johnson 1.5.A.1 — title of section removed CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised December 20, 2012 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. I 11=1111];7T44W.11017.FRO0alere' A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 017123, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 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 FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100575 Revised July 1, 2011 Selective Site Demolition 02 41 13 Page 1 of 4 SECTION 02 4113 SELECTIVE SITE DEMOLITION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Concrete Sidewalk Removal 2. West and East Entry Construction Entrances 3. Remove guardrail 4. Remove damaged bridge rail 5. Remove and salvage bollards 6. Remove signage. 7. Remove roadway and bridge asphalt pavement. 8. Remove all items shown on the Drawings. 9. Disposal of removed materials B. Deviations this from City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3123 23 —Borrow 4. Section 02 41 15 — Paving Removal 5. Section 3123 16 - Unclassified Excavation 6. Section 3125 00 - Erosion Control 7. Section 32 31 13 - Temporary Chain Link Fence and Gates 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Remove Concrete Sidewalk: Measure by square foot including base. b. West and East Entry Construction Entrances: Measure by lump sum each. c. Remove Guardrail: Measure by lineal foot. d. Remove Damaged Bridge Rail: Measure by the linear foot along the face of the rail inplace. e. Remove roadway asphalt (9 inch depth) and bridge asphalt (4 inches depth) pavement by square yard. f. Remove Bollards: Measure by each. g. Remove Signage: Measure by each. h. Disposal of all items in this Section are included and measured as part of each item. 2. Payment a. Concrete Sidewalk Removal: full compensation for pavement removal including gravel base, and disposal of materials, Works includes all equipment, labor, tools, and incidentals necessary to execute the work. CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Selective Site Demolition 02 41 13 Page 2 of 4 b. Construction Entrances: full compensation for unclassified excavation and furnishing and placement of gravel subbase. Contractor will be allowed to use gravel base from existing roadway pavement demolition. Works include removal and disposal of road materials at end of project and restoring grade to original elevations and seeding of restored surface. Work includes all tools, equipment, labor and incidentals needed to execute the work. c. Remove Guardrail: full compensation for removing materials, loading, hauling, unloading, disposal, furnishing backfill material, and backfilling the portholes. Work includes all equipment, labor, tools, and incidentals necessary to execute the work. d. Remove damaged section of Bridge Railing: full compensation for cutting, removing materials, loading, hauling, unloading, and disposal. Work includes all equipment, labor, tools, and incidentals necessary to execute the Work. e. Remove Bollards: full compensation for saw cutting pavement, removal, hauling, and turning bollards over to The City for their reuse. Work includes all tools, equipment, labor and incidentals needed to execute work. f. Remove Signs: full compensation for saw cutting, removal, hauling, and disposal, Work includes all equipment, labor, tools and incidentals needed to execute the work. g. Remove existing roadway asphalt (9 inch depth) and bridge asphalt (4 inches depth) on roadway and bridge. full compensation for pavement removal including gravel base, and disposal of materials, Works includes all equipment, labor, tools, and incidentals necessary to execute the work. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 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 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS A. Fill Material: See Section 3123 23. B. Hydroseeding: See Section 32 92 13. C. Borrow: See Section 3123 23 D. Asphalt Paving Removal: Section 02 41 15 E. Unclassified Excavation: See Section 3123 16 F. Erosion Control: See Section 3125 00 G. Temporary Chain Link Fence and Gates: See Section 32 31 13 CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Selective Site Demolition 02 41 13 Page 3 of 4 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] A. Construction Entrances and Roadway 1. When tracking conditions exist, prevent traffic from crossing or exiting the construction site or moving directly onto a public roadway, alley, sidewalk, parking area, or other right of way areas other than at the location of construction entrances. 2. Place the exit over a foundation course. Contractor is allowed to use existing gravel base from roadway removal to construct the construction road. a. Grade the foundation course to direct runoff from the construction exits to a sediment trap as shown on the Drawings, or as directed. 3. At drive approaches, make sure the construction entrance is the full width of the drive and meets the length shown on the Drawings. a. The width shall beat least 14 feet for 1-way and 24 feet for 2-way traffic for all other points of ingress or egress or as directed by the Engineer. 4. Once construction is finished, the Contractor shall remove the temporary gravel base used to build the road and dispose of all excess materials and restore to original grades. 5. Remove all fencing and silt fence. 6. Repair disturbed areas as specified in Section 32 92 13 - Hydroseeding. B. Remove Sidewalk 1. Remove concrete sidewalk to nearest existing expansion or construction joint. 2. Sawcut when removing to nearest joint is not practical. C. Remove Section of Existing Bridge Railing 1. Remove damaged section of bridge railing as shown on documents. 2. Remove bolts and preserve attachments tabs to posts for installation of new section. D. Remove Guardrail 1. Remove rail elements in original lengths. 2. Remove fittings from the posts and the metal rail and then pull the posts. 3. Do not mar or damage salvageable materials during removal. 4. Completely remove posts and any concrete surrounding the posts. 5. Furnish backfill material and backfill the hole with material equal in composition and density to the surrounding soil unless otherwise directed. 6. Cut off eyebolts anchored to the dead man to an elevation at least 1- foot below the new subgrade elevation and leave in place along with the dead man. CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Selective Site Demolition 02 41 13 Page 4 of 4 E. Remove Bollards 1. Remove existing bollards and concrete footing. 2. Salvage as requested by Owner or dispose. F. Remove Signage 1. Salvage existing materials for reuse. Remove concrete footings and dispose. Turn signs over to Owner. G. Sawcut 1. Sawing Equipment a. Power -driven b. Manufactured for the purpose of sawing pavement c. In good operating condition d. Shall not spall or fracture the pavement to the removal area 2. Sawcut perpendicular to the surface completely through existing pavement. 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 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 CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving Removal 02 41 15 Page 1 of 4 SECTION 02 4115 GV99:G1IYr7:\LI►lei 7QUV 16I%11I PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Removing 9-inch depth asphalt paving on roadway. 2. Milling and removing 4-inch depth of roadway paving on top of bridge concrete deck. 3. Removal of gravel base on roadway in areas shown on Drawings. 4. Disposal of removed materials. B. Deviations from this City of Fort Worth Standard Specification. 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 3. Section 3123 16 - Unclassified Excavation. 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Remove Asphalt Paving in including grave base: measure by the square yard between the edges of roadway. See Geotech report for depth of materials. b. Surface Milling: measure by the square yard for varying thickness between bridge curbs. See Geotech report for depth of materials. c. Pavement Pulverization: measure by the square yard. 2. Payment a. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling, disposal, tools, equipment, labor and incidentals needed to execute work. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. b. Surface Milling: full compensation for all milling, hauling milled material to salvage stockpile or disposal, tools, labor, equipment and incidentals necessary to execute the work. c. Pavement Pulverization: full compensation for all labor, material, equipment, tools and incidentals necessary to pulverize, remove and store the pulverized material, undercut the base, mixing, compaction, haul off, sweep, and dispose of the undercut material. d. No payment for saw cutting of pavement or curbs and gutters will be made under this section. Include cost of such work in unit prices for items listed in bid form requiring saw cutting. e. No payment will be made for work outside maximum payment limits indicated on plans, or for pavements or structures removed for CONTRACTOR'S convenience. CITY OF FORT WORTH East 151 Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised February 2, 2016 Asphalt Paving Removal 02 41 15 Page 2 of 4 1.3 REFERENCES A. ASTM International (ASTM): a. D698, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 2.2 EQUIPMENT [NOT USED] 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 EXAMINATION [NOT USED] 3.2 INSTALLERS [NOT USED] 3.3 PREPARATION A. General: 1. Mark paving removal limits for City approval prior to beginning removal. 2. Identify known utilities below grade - Stake and flag locations. W= 6A.%T/ IMu 1 Diel 8 7110 1I331.11 A. General. 1. Exercise caution to minimize damage to underground utilities. 2. Minimize amount of earth removed. 3. Remove paving to neatly sawed joints. 4. Remove gravel base full depth. 5. Use care to prevent fracturing adjacent, existing pavement. B. Sawing 1. Sawing Equipment. a. Power -driven. b. Manufactured for the purpose of sawing pavement. c. In good operating condition. CITY OF FORT WORTH East 151 Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised February 2, 2016 Asphalt Paving Removal 02 41 15 Page 3 of 4 d. Shall not spall or fracture the pavement structure adjacent to the removal area. 2. Sawcut perpendicular to the surface to full pavement depth, parallel and perpendicular to existing joint. 3. Sawcut parallel to the original sawcut in square or rectangular fashion. 4. If a sawcut falls within 5 feet of an existing dummy joint, construction joint, saw joint, cold joint, expansion joint, edge of paving or gutter lip, remove paving to that joint, edge or lip. 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new, neat, straight line for the purpose of removing the damaged area. C. Remove Asphalt Paving 1. Remove pavement without disturbing the base material. 2. When shown on the plans or as directed, stockpile materials designated as salvageable at designated sites. 3. Prepare stockpile area by removing vegetation and trash and by providing for proper drainage. D. Milling of Asphalt Paving on Bridge Deck General a. Mill surfaces to the depth shown in the plans or as directed to leave a clean concrete deck. b. Do not damage or disfigure adjacent work or existing surface improvements. c. Remove excess material and clean milled surfaces. Milling Equipment a. Power operated milling machine capable of removing, in one pass or two passes, the necessary pavement thickness in a five-foot minimum width. b. Self-propelled with sufficient power, traction and stability to maintain accurate depth of cut and slope. c. Equipped with an integral loading and reclaiming means to immediately remove material cut from the surface of the roadway and discharge the cuttings into a truck, all in one operation. d. Equipped with means to control dust created by the cutting action. e. Equipped with a manual system providing for uniformly varying the depth of cut while the machine is in motion making it possible to cut flush to all inlets, manholes, or other obstructions within the paved area. f. Variable Speed in order to leave the specified grid pattern. g. Equipped to minimize air pollution. Surface Milling a. Surface Mill existing asphalt pavement to the 4-inch depth specified, b. Provide a milled surface that provides a uniform surface free from gouges, ridges, oil film, and other imperfections of workmanship with a uniform textured appearance. CITY OF FORT WORTH East 151 Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised February 2, 2016 Asphalt Paving Removal 02 41 15 Page 4 of 4 c. In all situations where the existing H.M.A.C. surface contacts the curb face, the wedge milling includes the removal of the existing asphalt covering the gutter up to and along the face of curb. d. Perform wedge or surface milling operation in a continuous manner along both sides of the street or as directed. 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS East Street Bridge Improvements Project Revised February 2, 2016 Number r 100575 Cast -In -Place Concrete 03 30 00 Page 1 of 22 SECTION 03 30 00 CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Cast -in place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures and finishes, for the following: a. Footings 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. Cast -in -Place Concrete 1. Measurement a. This Item is considered subsidiary to the structure or Items being placed. 2. Payment a. The work performed and the materials furnished in accordance with this Item are subsidiary to the structure or Items being placed and no other compensation will be allowed. 1.3 REFERENCES A. Definitions 1. Cementitious Materials a. Portland cement alone or in combination with 1 or more of the following: 1) Blended hydraulic cement 2) Fly ash 3) Other pozzolans 4) Ground granulated blast -furnace slag 5) Silica fume b. Subject to compliance with the requirements of this specification B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation (AASHTO): a. M182, Burlap Cloth Made from Jute or Kenaf. 3. American Concrete Institute (ACI): CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 2 of 22 a. ACI 117 Specification for Tolerances for Concrete Construction and Materials b. ACI 301 Specifications for Structural Concrete c. ACI 305.1 Specification for Hot Weather Concreting d. ACI 306.1 Standard Specification for Cold Weather Concreting e. ACI 308.1 Standard Specification for Curing Concrete f. ACI 318 Building Code Requirements for Structural Concrete g. ACI 347 Guide to Formwork for Concrete 4. American Institute of Steel Construction (AISC): a. 303, Code of Standard Practice for Steel Buildings and Bridges. ASTM International (ASTM): a. A36, Standard Specification for Carbon Structural Steel. b. A153, Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware. c. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting Materials for High -Temperature Service and Other Special Purpose Applications. d. A615, Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement. e. A706, Standard Specification for Low -Alloy Steel Deformed and Plain Bars for Concrete Reinforcement. f. C31, Standard Practice for Making and Curing Concrete Test Specimens in the Field. g. C33, Standard Specification for Concrete Aggregates. h. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. i. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete. j. C94, Standard Specification for Ready -Mixed Concrete. k. C 109, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-inch or {50-milimeter] Cube Specimens) 1. C 143, Standard Test Method for Slump of Hydraulic -Cement Concrete. in. C 171, Standard Specification for Sheet Materials for Curing Concrete. n. C150, Standard Specification for Portland Cement. o. C 172, Standard Practice for Sampling Freshly Mixed Concrete. p. C219, Standard Terminology Relating to Hydraulic Cement. q. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. r. C260, Standard Specification for Air -Entraining Admixtures for Concrete. s. C309, Standard Specification for Liquid Membrane -Forming Compounds for Curing Concrete. t. C494, Standard Specification for Chemical Admixtures for Concrete. u. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. v. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for Concrete. w. C989, Standard Specification for Ground Granulated Blast -Furnace Slag for Use in Concrete and Mortars. x. C1017, Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete. y. C1059, Standard Specification for Latex Agents for Bonding Fresh to Hardened CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 3 of 22 Concrete. z. C 1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic - Cement Concrete. aa. C1240, Standard Specification for Silica Fume Used in Cementitious Mixtures. bb. El 155, Standard Test Method for Determining FF Floor Flatness and FL Floor Levelness Numbers. cc. F436, Standard Specification for Hardened Steel Washers. 6. American Welding Society (AWS). a. D1.1, Structural Welding Code -Steel. b. D1.4, Structural Welding Code - Reinforcing Steel. 7. Concrete Reinforcing Steel Institute (CRSI) a. Manual of Standard Practice 8. Texas Department of Transportation a. Standard Specification for Construction and Maintenance of Highways, Streets and Bridges 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Included 1. Design, fabrication, erection and stripping of formwork for cast -in -place concrete including footings for various items. 2. Furnish all labor and materials required to fabricate, deliver and install reinforcement and embedded metal assemblies for cast -in -place concrete, including steel bars, welded steel wire fabric, ties, supports and sleeves. Furnish all labor and materials required to perform the following: a. Cast -in -place concrete b. Concrete mix designs c. Grouting 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Required for each type of product indicated B. Design Mixtures 1. For each concrete mixture submit proposed mix designs in accordance with ACI 318, chapter 5. 2. Submit each proposed mix design with a record of past performance. 3. Submit alternate design mixtures when characteristics of materials, Project condi- tions, weather, test results or other circumstances warrant adjustments. 4. Indicate amounts of mixing water to be withheld for later addition at Project site. a. Include this quantity on delivery ticket. C. Steel Reinforcement Submittals for Information CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 4 of 22 1. Mill test certificates of supplied concrete reinforcing, indicating physical and chem- ical analysis. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Manufacturer Qualifications 1. A firm experienced in manufacturing ready -mixed concrete products and that com- plies with ASTM C94 requirements for production facilities and equipment 2. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities" B. Source Limitations 1. Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from 1 source and obtain admixtures through 1 source from a single manufacturer. C. ACI Publications 1. Comply with the following unless modified by requirements in the Contract Docu- ments: a. ACI 301 Sections 1 through 5 b. ACI 117 D. Concrete Testing Service Engage a qualified independent testing agency to perform material evaluation tests. 1.10 DELIVERY, STORAGE, AND HANDLING A. Steel Reinforcement 1. Deliver, store, and handle steel reinforcement to prevent bending and damage. 2. Avoid damaging coatings on steel reinforcement. 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Manufacturers 1. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: a. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified. b. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 5 of 22 include, but are not limited to, manufacturers specified. B. Form -Facing Materials 1. Rough -Formed Finished Concrete a. Plywood, lumber, metal or another approved material b. Provide lumber dressed on at least 2 edges and 1 side for tight fit. 2. Form -Release Agent a. Commercially formulated form -release agent that will not bond with, stain or adversely affect concrete surfaces b. Shall not impair subsequent treatments of concrete surfaces c. For steel form -facing materials, formulate with rust inhibitor. 3. Form Ties a. Factory -fabricated, removable or snap -off metal or glass -fiber -reinforced plastic form ties designed to resist lateral pressure of fresh concrete onforms and to prevent spalling of concrete on removal. b. Furnish units that will leave no corrodible metal closer than 1 inch to the plane of exposed concrete surface. c. Furnish ties that, when removed, will leave holes no larger than 1 inch in diameter in concrete surface. d. Furnish ties with integral water -barrier plates to walls indicated to receive dampproofing or waterproofing. C. Steel Reinforcement 1. Reinforcing Bars a. ASTM A615, Grade 60, deformed D. Reinforcement Accessories Smooth Dowel Bars a. ASTM A615, Grade 60, steel bars (smooth) b. Cut bars true to length with ends square and free of burrs. Bar Supports a. Bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars and welded wire reinforcement in place b. Manufacture bar supports from steel wire, plastic or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows: 1) For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic -protected steel wire or CRSI Class 2 stainless -steel bar supports. 2) For slabs -on -grade, provide sand plates, horizontal runners or precast concrete blocks on bottom where base material will not support chair legs or where vapor barrier has been specified. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 6 of 22 E. Concrete Materials Cementitious Material a. Use the following cementitious materials, of the same type, brand, and source, throughout Project: 1) Portland Cement a) ASTM C150, Type I/II, gray b) Supplement with the following: (1) Fly Ash (a) ASTM C618, Class C or F (2) Ground Granulated Blast -Furnace Slag (a) ASTM C989, Grade 100 or 120. 2) Silica Fume a) ASTM C 1240, amorphous silica 3) Normal -Weight Aggregates a) ASTM C33, Class 3S coarse aggregate or better, graded b) Provide aggregates from a single source. 4) Maximum Coarse -Aggregate Size a) %-inch nominal 5) Fine Aggregate a) Free of materials with deleterious reactivity to alkali in cement 6) Water a) ASTM C94 and potable F. Admixtures 1. Air -Entraining Admixture a. ASTM C260 2. Chemical Admixtures a. Provide admixtures certified by manufacturer to be compatible with other ad- mixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. b. Do not use calcium chloride or admixtures containing calcium chloride. c. Water -Reducing Admixture 1) ASTM C494, Type A d. Retarding Admixture 1) ASTM C494, Type B e. Water -Reducing and Retarding Admixture 1) ASTM C494, Type D f. High -Range, Water -Reducing Admixture 1) ASTM C494, Type F g. High -Range, Water -Reducing and Retarding Admixture 1) ASTM C494, Type G h. Plasticizing and Retarding Admixture 1) ASTM C1017, Type II G. Curing Materials 1. Absorptive Cover a. AASHTO M182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 ounces/square yard when dry 2. Moisture -Retaining Cover CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 7 of 22 a. ASTM C171, polyethylene film or white burlap -polyethylene sheet 3. Water a. Potable 4. Clear, Waterborne, Membrane -Forming Curing Compound a. ASTM C309, Type 1, Class B, dissipating b. Available Products 1) Anti -Hydro International, Inc.; AH Curing Compound #2 DR WB 2) Burke by Edoco; Aqua Resin Cure 3) ChemMasters; Safe -Cure Clear 4) Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior Company; W.B. Resin Cure 5) Dayton Superior Corporation; Day Chem Rez Cure (J-11-W) 6) Euclid Chemical Company (The); Kurez DR VOX 7) Kaufman Products, Inc.; Thinfilm 420 8) Lambert Corporation; Aqua Kure -Clear 9) L&M Construction Chemicals, Inc.; L&M Cure R 10) Meadows, W. R., Inc.; 1100 Clear 11) Nox-Crete Products Group, Kinsman Corporation; Resin Cure E 12) Symons Corporation, a Dayton Superior Company; Resi-Chem Clear Cure 13) Tamms Industries, Inc.; Horncure WB 30 14) Unitex; Hydro Cure 309 15) US Mix Products Company; US Spec Maxcure Resin Clear 16) Vexcon Chemicals, Inc.; Certi-Vex Enviocure 100 H. Related Materials 1. Bonding Agent a. ASTM C 1059, Type II, non-redispersible, acrylic emulsion or styrene butadiene 2. Epoxy Bonding Adhesive a. ASTM C881, 2-component epoxy resin, capable of humid curing and bonding to damp surfaces, of class suitable for application temperature and of grade to suit requirements, and as follows: 1) Types I and 11, non -load bearing 2) IV and V, load bearing, for bonding 3) Hardened or freshly mixed concrete to hardened concrete 3. Sleeves and Blockouts a. Formed with galvanized metal, galvanized pipe, polyvinyl chloride pipe, fiber tubes or wood 4. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages a. Sized as required b. Shall be of strength and character to maintain formwork in place while placing concrete I. Repair Materials 1. Repair Underlayment a. Cement -based, polymer -modified, self -leveling product that can be applied in thicknesses of 1/8 inch or greater 1) Do not feather. b. Cement Binder CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 8 of 22 1) ASTM C150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C219 c. Primer 1) Product of underlayment manufacturer recommended for substrate, condi- tions, and application d. Aggregate 1) Well -graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommended by underlayment manufacturer e. Compressive Strength 1) Not less than 4100 psi at 28 days when tested according to ASTM C 109/C 109M J. Concrete Mixtures, General Prepare design mixtures for each type and strength of concrete, proportioned onthe basis of laboratory trial mixture or field test data, or both, according to ACI 301. a. Required average strength above specified strength 1) Based on a record of past performance a) Determination of required average strength above specified strength shall be based on the standard deviation record of the results of at least 30 consecutive strength tests in accordance with ACI 318, Chapter 5.3 by the larger amount defined by formulas 5-1 and 5-2. 2) Based on laboratory trial mixtures a) Proportions shall be selected on the basis of laboratory trial batches prepared in accordance with ACI 318, Chapter 5.3.3.2 to produce an average strength greater than the specified strength fc by the amount defined in table 5.3.2.2. 3) Proportions of ingredients for concrete mixes shall be determined by an in- dependent testing laboratory or qualified concrete supplier. 4) For each proposed mixture, at least 3 compressive test cylinders shall be made and tested for strength at the specified age. a) Additional cylinders maybe made for testing for information at earlier ages. 2. Cementitious Materials a. Limit percentage, by weight, of cementitious materials other than portland ce- ment in concrete as follows, unless specified otherwise: 1) Fly Ash: 25 percent 2) Combined Fly Ash and Pozzolan: 25 percent 3) Ground Granulated Blast -Furnace Slag: 50 percent 4) Combined Fly Ash or Pozzolan and Ground Granulated Blast -Furnace Slag: 50 percent 5) Portland cement minimum, with fly ash or pozzolan not exceeding 25 per- cent 6) Silica Fume: 10 percent 7) Combined Fly Ash, Pozzolans, and Silica Fume: 35 percent with fly ash or pozzolans not exceeding 25 percent and silica fume not exceeding 10 per- cent 8) Combined Fly Ash or Pozzolans, Ground Granulated Blast -Furnace Slag, and Silica Fume: 50 percent with fly ash or pozzolans not exceeding 25 percent and silica fume not exceeding 10 percent CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 9 of 22 3. Limit water-soluble, chloride -ion content in hardened concrete to: a. 0.30 percent by weight of cement if concrete will have no exposure to chlorides (typical) b. 0.15 percent by weight if concrete will be exposed to chlorides c. 1.0 percent by weight if concrete will have no exposure to chlorides and will be continually dry and protected. 4. Admixtures a. Use admixtures according to manufacturer's written instructions. b. Do not use admixtures which have not been incorporated and tested in accepted mixes. c. Use water -reducing high -range water -reducing or plasticizing admixture in concrete, as required, for placement and workability. d. Use water -reducing and retarding admixture when required by high temperatures, low humidity or other adverse placement conditions. e. Use water -reducing admixture in pumped concrete, concrete for heavy -use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50. f. Use corrosion -inhibiting admixture in concrete mixtures where indicated. K. Concrete Mixtures 1. Refer to TxDOT "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" for: a. Culverts b. Headwalls c. Wingwalls 2. Proportion normal -weight concrete mixture as follows: a. Minimum Compressive Strength: 3,000 psi at 28 days b. Maximum Water-Cementitious Materials Ratio: 0.50 c. Slump Limit: 5 inches or 8 inches for concrete with verified slump of 2 to 4 inches before adding high -range water -reducing admixture or plasticizing admixture, plus or minus 1 inch d. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4- inch nominal maximum aggregate size L. Fabricating Reinforcement 1. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." M. Fabrication of Embedded Metal Assemblies 1. Fabricate metal assemblies in the shop. Holes shall be made by drilling or punching. Holes shall not be made by or enlarged by burning. Welding shall be in accordance with AWS D1.1. 2. Metal assemblies exposed to earth, weather or moisture shall be hot dip galvanized. All other metal assemblies shall be either hot dip galvanized or painted with an epoxy paint. Repair galvanizing after welding with a Cold Galvanizing compound installed in accordance with the manufacturer's instructions. Repair painted assemblies after welding with same type of paint. N. Concrete Mixing 1. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C94, and furnish batch ticket information. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 10 of 22 a. When air temperature is between 85 and 90 degrees Fahrenheit, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 degrees Fahrenheit, reduce mixing and delivery time to 60 minutes. 2. Project -Site Mixing: Measure, batch, and mix concrete materials and concrete according to ASTM C94/C94M. Mix concrete materials in appropriate drum -type batch machine mixer. a. For mixer capacity of 1 cubic yard or smaller, continue mixing at least 1-1/2 minutes, but not more than 5 minutes after ingredients are in mixer, before any part of batch is released. b. For mixer capacity larger than 1 cubic yard, increase mixing time by 15 seconds for each additional 1 cubic yard. c. Provide batch ticket for each batch discharged and used in the Work, indicating Project identification name and number, date, mixture type, mixture time, quantity, and amount of water added. Record approximate location of final deposit in structure. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Formwork 1. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads thatmight be applied, until structure can support such loads. 2. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117. a. Vertical alignment 1) Lines, surfaces and arises less than 100 feet in height - 1 inch. 2) Outside corner of exposed corner columns and control joints in concrete exposed to view less than 100 feet in height - 1/2 inch. 3) Lines, surfaces and arises greater than 100 feet in height - 1/1000 times the height but not more than 6 inches. 4) Outside corner of exposed corner columns and control joints in concrete exposed to view greater than 100 feet in height - 1/2000 times the height but not more than 3 inches. b. Lateral alignment 1) Members - 1 inch. 2) Centerline of openings 12 inches or smaller and edge location of larger openings in slabs - 1/2 inch. 3) Sawcuts, joints, and weakened plane embedment's in slabs - 3/4 inch. c. Level alignment CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 11 of 22 1) Elevation of slabs -on -grade - 3/4 inch. 2) Elevation of top surfaces of formed slabs before removal of shores - 3/4 inch. 3) Elevation of formed surfaces before removal of shores - 3/4 inch. d. Cross -sectional dimensions: Overall dimensions of beams, joists, and columns and thickness of walls and slabs. 1) 12-inch dimension or less - plus 1/2 inch to minus 1/4 inch. 2) Greater than 12 inches to 3-foot dimension - plus 1/2 inch to minus 3/8 inch. 3) Greater than 3-foot dimension - plus 1 inch to minus 3/4 inch. e. Relative alignment 1) Grooves a) Specified width 2 inches or less - 1/8 inch. b) Specified width between 2 inches and 12 inches - 1/4 inch. 2) Vertical alignment of outside corner of exposed corner columns and control joint grooves in concrete exposed to view - 1/4 inch in 10 feet. 3) All other conditions - 3/8 inch in 10 feet. 3. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, as follows: a. Class B, 1/4 inch for smooth -formed finished surfaces. b. Class C, 1/2 inch for rough -formed finished surfaces. 4. Construct forms tight enough to prevent loss of concrete mortar. 5. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical. a. Install keyways, reglets, recesses, and the like, for easy removal. b. Do not use rust -stained steel form -facing material. 6. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike -off templates or compacting -type screeds. 7. Construct formwork to cambers shown or specified on the Drawings to allow for structural deflection of the hardened concrete. Provide additional elevation or camber in formwork as required for anticipated formwork deflections due to weight and pressures of concrete and construction loads. 8. Foundation Elements: Form the sides of all below grade portions of beams, pier caps, walls, and columns straight and to the lines and grades specified. Do no earth form foundation elements unless specifically indicated on the Drawings. 9. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible. Close openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous locations. 10. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work. Determine sizes and locations from trades providing such items. 11. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete. 12. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 12 of 22 13. Coat contact surfaces of forms with form -release agent, according to manufacturer's written instructions, before placing reinforcement, anchoring devices, and embedded items. a. Do not apply form release agent where concrete surfaces are scheduled to receive subsequent finishes which may be affected by agent. Soak contact surfaces of untreated forms with clean water. Keep surfaces wet prior to placing concrete. B. Embedded Items Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast -in -place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. a. Install anchor rods, accurately located, to elevations required and complying with tolerances in AISC 303, Section 7.5. 1) Spacing within a bolt group: 1/8 inch 2) Location of bolt group (center): %2 inch 3) Rotation of bolt group: 5 degrees 4) Angle off vertical: 5 degrees 5) Bolt projection: f 3/8 inch b. Install reglets to receive waterproofing and to receive through -wall flashings in outer face of concrete frame at exterior walls, where flashing is shown atlintels, shelf angles, and other conditions. C. Removing and Reusing Forms 1. Do not backfill prior to concrete attaining 70 percent of its 28-day design compressive strength. General: Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than 50 degrees Fahrenheit for 24 hours after placing concrete, if concrete is hard enough to not be damaged by form -removal operations and curing and protection operations are maintained. a. Leave formwork for beam soffits, joists, slabs, and other structural elements that supports weight of concrete in place until concrete has achieved at least 70 percent of its 28-day design compressive strength. b. Do not remove formwork supporting conventionally reinforced concrete until concrete has attained 70 percent of its specified 28-day compressive strength as established by tests of field cured cylinders. In the absence of cylinder tests, supporting formwork shall remain in place until the concrete has cured at a temperature of at least 50 degrees Fahrenheit for the minimum cumulative time periods given in ACI 347, Section 3.7.2.3. Add the period of time when the surrounding air temperature is below 50 degrees Fahrenheit, to the minimum listed time period. Formwork for 2-way conventionally reinforced slabs shall remain in place for at least the minimum cumulative time periods specified for 1-way slabs of the same maximum span. c. Immediately re -shore 2-way conventionally reinforced slabs after formwork removal. Re -shores shall remain until the concrete has attained the specified 28 day compressive strength. d. Minimum cumulative curing times may be reduced by the use of high -early strength cement or forming systems which allow form removal without CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 13 of 22 disturbing shores, but only after the Contractor has demonstrated to the satisfaction of the Engineer that the early removal of forms will not cause excessive sag, distortion or damage to the concrete elements. e. Completely remove wood forms. Provide temporary openings if required. f. Provide adequate methods of curing and thermal protection of exposed concrete if forms are removed prior to completion of specified curing time. g. Re -shore areas required to support construction loads in excess of 20 pounds per square foot to properly distribute construction loading. Construction loads up to the rated live load capacity may be placed on un-shored construction provided the concrete has attained the specified 28-day compressive strength. h. Obtaining concrete compressive strength tests for the purposes of formremoval is the responsibility of the Contractor. i. Remove forms only if shores have been arranged to permit removal of forms without loosening or disturbing shores. 3. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form -facing material will not be acceptable for exposed surfaces. Apply new form -release agent. 4. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approved by Engineer. D. Shores and Re -shores 1. The Contractor is solely responsible for proper shoring and reshoring. 2. Comply with ACI 318 and ACI 301 for design, installation, and removal of shoring and reshoring. a. Do not remove shoring or reshoring until measurement of slab tolerances is complete. 3. Plan sequence of removal of shores and reshore to avoid damage to concrete. Locate and provide adequate reshoring to support construction without excessive stress or deflection. E. Steel Reinforcement 1. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement. a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. 2. Clean reinforcement of loose rust and mill scale, earth, ice, and otherforeign materials that would reduce bond to concrete. 3. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars. a. Weld reinforcing bars according to AWS D I A, where indicated. Only steel conforming to ASTM A706 may be welded. 4. Installation tolerances a. Top and bottom bars in slabs, girders, beams and joists: 1) Members 8 inches deep or less: f3/8 inch 2) Members more than 8 inches deep: f1/2 inch b. Concrete Cover to Formed or Finished Surfaces: f3/8 inches for members 8 inches deep or less; f1/2 inches for members over 8 inches deep, except that CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 14 of 22 tolerance for cover shall not exceed 1/3 of the specified cover. 5. Concrete Cover a. Reinforcing in structural elements deposited against the ground: 3 inches b. Reinforcing in formed beams, columns and girders: 1-1/2 inches c. Grade beams and exterior face of formed walls and columns exposed to weather or in contact with the ground: 2 inches d. Interior faces of walls: 1 inches e. Slabs: 3/4 inches 6. Splices: Provide standard reinforcement splices by lapping and tying ends. Comply with ACI 318 for minimum lap of spliced bars where not specified on the documents. Do not lap splice no. 14 and 18 bars. 7. Field Welding of Embedded Metal Assemblies a. Remove all paint and galvanizing in areas to receive field welds. b. Field Prepare all areas where paint or galvanizing has been removed with the specified paint or cold galvanizing compound, respectively. F. Joints 1. General: Construct joints true to line with faces perpendicular to surface plane of concrete. 2. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Engineer. a. Place joints perpendicular to main reinforcement. Continue reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of strip placements of floors and slabs. b. Form keyed joints as indicated. Embed keys at least 1-1/2 inches into concrete. c. Locate joints for beams, slabs, joists, and girders in the middle third ofspans. Offset joints in girders a minimum distance of twice the beam width from a beam -girder intersection. d. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs. e. Space vertical joints in walls as indicated. Locate joints beside piers integral with walls, near corners, and in concealed locations where possible. f. Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. 3. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or asphalt coat 1-1/2 of dowel length to prevent concrete bonding to 1 side of joint. G. Adhesive Anchors 1. Comply with the manufacturer's installation instructions on the hole diameter and depth required to fully develop the tensile strength of the adhesive anchor or reinforcing bar. 2. Properly clean out the hole utilizing a wire brush and compressed air to remove all loose material from the hole, prior to installing adhesive material. H. Concrete Placement 1. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 15 of 22 2. Do not add water to concrete during delivery, at Project site, or during placement unless approved by Owner's Representative. 3. Before test sampling and placing concrete, water may be added at Project site, subject to limitations of ACI 301. a. Do not add water to concrete after adding high -range water -reducing admixtures to mixture. b. Do not exceed the maximum specified water/cement ratio for the mix. 4. Deposit concrete continuously in 1 layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation. a. Deposit concrete in horizontal layers of depth to not exceed formwork design pressures, 15 feet maximum and in a manner to avoid inclined construction joints. b. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301. c. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate. d. Do not permit concrete to drop freely any distance greater than 10 feet for concrete containing a high range water reducing admixture (superplasticizer) or 5 feet for other concrete. Provide chute or tremie to place concrete where longer drops are necessary. Do not place concrete into excavations with standing water. If place of deposit cannot be pumped dry, pour concrete through a tremie with its outlet near the bottom of the place of deposit. e. Discard pump priming grout and do not use in the structure. 5. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete. a. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and into corners. b. Maintain reinforcement in position on chairs during concrete placement. c. Screed slab surfaces with a straightedge and strike off to correct elevations. d. Slope surfaces uniformly to drains where required. e. Begin initial floating using bull floats or darbies to form a uniform and open - textured surface plane, before excess bleed water appears on the surface. Do not further disturb slab surfaces before starting finishing operations. 6. Cold -Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. a. When average high and low temperature is expected to fall below 40 degrees Fahrenheit for 3 successive days, maintain delivered concrete mixture temperature within the temperature range required by ACI 301. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 16 of 22 b. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. c. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs. 7. Hot -Weather Placement: Comply with ACI 305.1 and as follows: a. Maintain concrete temperature below 95 degrees Fahrenheit at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. b. Fog -spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas. I. Finishing Formed Surfaces 1. Rough -Formed Finish: As -cast concrete texture imparted by form -facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed -surface irregularities. a. Apply to concrete surfaces not exposed to public view. 2. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. J. Miscellaneous Concrete Items 1. Filling In: Fill in holes and openings left in concrete structures, unless otherwise indicated, after work of other trades is in place. Mix, place, and cure concrete, as specified, to blend with in -place construction. Provide other miscellaneous concrete filling indicated or required to complete the Work. 2. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and by steel -troweling surfaces to a hard, dense finish with corners, intersections, and terminations slightly rounded. 3. Equipment Bases and Foundations: Provide machine and equipment bases and foundations as shown on Drawings. Set anchor bolts for machines and equipment at correct elevations, complying with diagrams or templates from manufacturer furnishing machines and equipment. a. Housekeeping pads: Normal weight concrete (3000 psi), reinforced with #3@16 inches on center set at mid -depth of pad. Trowel concrete to a dense, smooth finish. Set anchor bolts for securing mechanical or electrical equipment during pouring of concrete fill. 4. Protective slabs ("Mud slabs"): Normal weight concrete (2500 psi minimum) with a minimum thickness of 3-1/2 inches. Finish slab to a wood float finish. K. Concrete Protecting and Curing 1. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold -weather protection and ACI 305.1 for hot -weather protection during curing. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 17 of 22 2. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing for the remainder of the curing period. 3. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces. 4. Cure concrete according to ACI 308.1, by I or a combination of the following methods: a. Moisture Curing: Keep surfaces continuously moist for not less than 7 days with the following materials: 1) Water 2) Continuous water -fog spray 3) Absorptive cover, water saturated, and kept continuously wet. Cover concrete surfaces and edges with 12-inch lap over adjacent absorptive covers b. Moisture -Retaining -Cover Curing: Cover concrete surfaces with moisture - retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than 7 days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. 1) Moisture cure or use moisture -retaining covers to cure concrete surfaces to receive floor coverings. 2) Moisture cure or use moisture -retaining covers to cure concrete surfaces to receive penetrating liquid floor treatments. 3) Cure concrete surfaces to receive floor coverings with either a moisture - retaining cover or a curing compound that the manufacturer certifies will not interfere with bonding of floor covering used on Project. c. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within 3 hours after initial application. Maintain continuity of coating and repair damage during curing period. 3.5 REPAIR A. Concrete Surface Repairs 1. Defective Concrete: Repair and patch defective areas when approved by Engineer. Remove and replace concrete that cannot be repaired and patched to Engineer's approval. 2. Patching Mortar: Mix dry -pack patching mortar, consisting of 1-part Portland Cement to 2-1/2 parts fine aggregate passing a No. 16 sieve, using only enough water for handling and placing. 3. Repairing Formed Surfaces: Surface defects include color and texture irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and other projections on the surface, and stains and other discolorations that cannot be removed by cleaning. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 18 of 22 a. Immediately after form removal, cut-out honeycombs, rock pockets, and voids more than 1/2 inch in any dimension in solid concrete, but not less than 1 inch in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen with water, and brush -coat holes and voids with bonding agent. Fill and compact with patching mortar before bonding agent has dried. Fill form -tie voids with patching mortar or cone plugs secured in place with bonding agent. b. Repair defects on surfaces exposed to view by blending white Portland cement and standard Portland cement so that, when dry, patching mortar will match surrounding color. Patch a test area at inconspicuous locations to verify mixture and color match before proceeding with patching. Compact mortar in place and strike off slightly higher than surrounding surface. c. Repair defects on concealed formed surfaces that affect concrete's durability and structural performance as determined by Engineer. 4. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for finish and verify surface tolerances specified for each surface. Correct low and high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use a sloped template. a. Repair finished surfaces containing defects. Surface defects include spalls, pop outs, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide or that penetrate to reinforcement or completely through unreinforced sections regardless of width, and other objectionable conditions. b. After concrete has cured at least 14 days, correct high areas by grinding. c. Correct localized low areas during or immediately after completing surface finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete. d. Repair defective areas, except random cracks and single holes 1 inch or less in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose steel reinforcement with at least a 3/4- inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials and mixture as original concrete except without coarse aggregate. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. e. Repair random cracks and single holes 1 inch or less in diameter with patching mortar. Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place patching mortar before bonding agent has dried. Compact patching mortar and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours. 5. Perform structural repairs of concrete, subject to Owner's Representative's approval, using epoxy adhesive and patching mortar. 6. Repair materials and installation not specified above may be used, subject to Owner's Representative's approval. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 19 of 22 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Testing and Inspecting: City will engage a special inspector and qualified testing and inspecting agency to perform field tests and inspections and prepare test reports. B. Inspections 1. Steel reinforcement placement 2. Headed bolts and studs 3. Verification of use of required design mixture 4. Concrete placement, including conveying and depositing 5. Curing procedures and maintenance of curing temperature 6. Verification of concrete strength before removal of shores and forms from beams and slabs C. Concrete Tests: Perform testing of composite samples of fresh concrete obtained according to ASTM C172 according to the following requirements: 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each concrete mixture exceeding 5 cubic yard, but less than 25 cubic yard, plus 1 set for each additional 50 cubic yard or fraction thereof. 2. Slump: ASTM C 143; 1 test at point of placement for each composite sample, but not less than 1 test for each day's pour of each concrete mixture. Perform additional tests when concrete consistency appears to change. 3. Air Content: ASTM C231, pressure method, for normal -weight concrete; 1 test for each composite sample, but not less than 1 test for each day's pour of each concrete mixture. 4. Concrete Temperature: ASTM C1064; 1 test hourly when air temperature is 40 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 test for each composite sample. 5. Compression Test Specimens: ASTM C31. a. Cast and laboratory cure 4 cylinders for each composite sample. 1) Do not transport field cast cylinders until they have cured for a minimum of 24 hours. 6. Compressive -Strength Tests: ASTM C39; a. Test 1 cylinder at 7 days. b. Test 2 cylinders at 28 days. c. Hold 1 cylinder for testing at 56 days as needed. 7. When strength of field -cured cylinders is less than 85 percent of companion laboratory -cured cylinders, evaluate operations and provide corrective procedures for protecting and curing in -place concrete. 8. Strength of each concrete mixture will be satisfactory if every average of any 3- consecutive compressive -strength tests equals or exceeds specified compressive strength and no compressive -strength test value falls below specified compressive strength by more than 500 psi. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 20 of 22 9. Report test results in writing to Engineer, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive -strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7- and 28-day tests. 10. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Engineer. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C42 or by other methods as directed by Engineer. a. When the strength level of the concrete for any portion of the structure, as indicated by cylinder tests, falls below the specified requirements, provide improved curing conditions and/or adjustments to the mix design as required to obtain the required strength. If the average strength of the laboratory control cylinders falls so low as to be deemed unacceptable, follow the core test procedure set forth in ACI 301, Chapter 17. Locations of core tests shall be approved by the Engineer. Core sampling and testing shall be at Contractors expense. b. If the results of the core tests indicate that the strength of the structure is inadequate, any replacement, load testing, or strengthening as may be ordered by the Engineer shall be provided by the Contractor without cost to the City. 11. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 12. Correct deficiencies in the Work that test reports and inspections indicate does not comply with the Contract Documents. D. Measure floor and slab flatness and levelness according to ASTM El 155 within 48 hours of finishing. E. Concrete Finish Measurement and Tolerances 1. All slabs are subject to measurement for flatness and levelness and complywith the following: a. Slabs shall be flat within a tolerance of 5/16 inches in 10 feet when tested with a 10-foot-long straightedge. Apply straightedge to the slab at 3-foot intervals in both directions, lapping straightedge 3 feet on areas previously checked. Low spots shall not exceed the above dimension anywhere along the straightedge. Flatness shall be checked the next work day after finishing. b. Slabs shall be level within a tolerance of f 1/4 inch in 10 feet, not to exceed 3/4 inches total variation, anywhere on the floor, from elevations indicated on the Drawings. Levelness shall be checked on a 10-foot grid using a level after removal of forms. c. Measurement Standard: All floors are subject to measurement for flatness and levelness, according to ASTM El 155. 2. 2-Tiered Measurement Standard a. Each floor test section and the overall floor area shall conform to the 2-tiered measurement standard as specified herein. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 21 of 22 1) Minimum Local Value: The minimum local FF/FL values represent the ab- solute minimum surface profile that will be acceptable for any 1 test sample (line of measurements) anywhere within the test area. 2) Specified Overall Value: The specified overall FF/FL values represent the minimum values acceptable for individual floor sections as well as the floor as a whole. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. Defective Work 1. Imperfect or damaged work or any material damaged or determined to be defective before final completion and acceptance of the entire job shall be satisfactorily re- placed at the Contractor's expense, and in conformity with all of the requirements of the Drawings and Specifications. 2. Perform removal and replacement of concrete work in such manner as not to impair the appearance or strength of the structure in any way. B. Cleaning CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Cast -In -Place Concrete 03 30 00 Page 22 of 22 1. Upon completion of the work remove from the site all forms, equipment, protective coverings and any rubbish resulting therefrom. 2. After sweeping floors, wash floors with clean water. 3. Leave finished concrete surfaces in a clean condition, satisfactory to the City. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Modification To Existing Concrete Structures 03 80 00 Page 1 of 6 SECTION 03 80 00 PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Modifications to existing concrete structures, including: a. Retaining walls b. Wing and head walls 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. Measurement a. This Item is considered subsidiary to the structure or Items being placed. 2. Payment a. The work performed and the materials furnished in accordance with this Item are subsidiary to the structure or Items being placed and no other compensation will be allowed. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM International (ASTM): a. A615, Deformed and Plain Billet -Steel Bars for Concrete Reinforcement. b. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for Concrete. c. C882, Standard Test Method for Bond Strength of Epoxy -Resin Systems Used with Concrete by Slant Sheer. d. D570, Standard Test Method for Water Absorption ofPlastics. e. D638, Standard Test Method for Tensile Properties ofPlastics. CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Modification To Existing Concrete Structures 03 80 00 Page 2 of 6 f. D695, Standard Test Method for Compressive Properties of Rigid Plastics. g. D732, Standard Test Method for Shear Strength of Plastics by Punch Tool. h. D790, Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. B. Where reference is made to 1 of the above standards, the revision in effect at the time of bid opening applies. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Provide submittals in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Submit manufacturer's Product Data on all product brands proposed for use to the Owner's Representative for review. 2. Include the manufacturer's installation and/or application instructions. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. When removing materials or portions of existing structures and when making openings in existing structures, take precautions and all erect all necessary barriers, shoring and bracing, and other protective devices to prevent damage to the structures beyond the limits necessary for the new work, protect personnel, control dust, and to prevent damage to the structures or contents by falling or flying debris. B. Core sanitary sewer manhole penetrations. 1.10 DELIVERY, STORAGE, AND HANDLING A. Deliver the specified products in original, unopened containers with the manufacturer's name, labels, product identification, and batch numbers. B. Store and condition the specified product as recommended by the manufacturer. 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Manufacturers CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Modification To Existing Concrete Structures 03 80 00 Page 3 of 6 1. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: a. Available Products 1) Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified. b. Available Manufacturers 1) Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified. B. Materials 1. General a. Comply with this Section and any state or local regulations. C. Steel Reinforcement 1. Reinforcing Bars a. ASTM A615, Grade 60, deformed. D. Epoxy Bonding Agent 1. A 2-component, solvent -free, asbestos -free, moisture -insensitive epoxy resin material used to bond plastic concrete to hardened concrete complying with the requirements of ASTM C881, Type V, and the additional requirements specified herein. Properties of the cured material a. Compressive Strength (ASTM D695) 1) 8,500 psi minimum at 28 days b. Tensile Strength (ASTM D638) 1) 4,000 psi minimum at 14 days c. Flexural Strength (ASTM D790 - Modulus of Rupture) 1) 6,300 psi minimum at 14 days d. Shear Strength (ASTM D732) 1) 5,000 psi minimum at 14 days e. Water Absorption (ASTM D570 - 2 hour boil) 1) 1 percent maximum at 14 days f. Bond Strength (ASTM C882) Hardened to Plastic 1) 1,500 psi minimum at 14 days moist cure g. Color 1) Gray h. Available Manufacturers: 1) Sika Corporation, Lyndhurst, New Jersey - Sikadur 32, Hi -Mod 2) BASF, Cleveland, Ohio - Concresive 1438 E. Epoxy Paste 1. A 2-component, solvent -free, asbestos free, moisture insensitive epoxy resin material used to bond dissimilar materials to concrete such as setting railing posts, dowels, anchor bolts, and all -threads into hardened concrete and complying with the requirements of ASTM C881, Type I, Grade 3, and the additional requirements specified herein. 2. Properties of the cured material a. Compressive Properties (ASTM D695): 10,000 psi minimum at 28 days CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Modification To Existing Concrete Structures 03 80 00 Page 4 of 6 b. Tensile Strength (ASTM D638): 3,000 psi minimum at 14 days. Elongation at Break - 0.3 percent minimum c. Flexural Strength (ASTM D790 - Modulus of Rupture): 3,700 psi minimum at 14 days d. Shear Strength (ASTM D732): 2,800 psi minimum at 14 days e. Water Absorption (ASTM D570): 1.0 percent maximum at 7 days f. Bond Strength (ASTM C882): 2,000 psi at 14 days moist cure g. Color: Concrete grey h. Available Manufacturers 1) Overhead Applications a) Sika Corporation, Lyndhurst, New Jersey - Sikadur 32, Hi -Mod LV b) BASF - Concresive 1438 2) All Other Applications a) Sika Corporation, Lyndhurst, New Jersey - Sikadur Hi -mod LV 31 b) BASF - Concresive 1401 F. Repair Mortars 1. Provide an asbestos free, moisture insensitive, polymer -modified, Portland cement - based cementitious trowel grade mortar for repairs on horizontal or vertical surfaces. a. Available Manufacturers 1) Sika Corporation, Lyndhurst New Jersey - SikaTop 122 2) BASF — Emaco Nanocrete R3 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. General 1. Cut, repair, reuse, demolish, excavate or otherwise modify parts of the existing structures or appurtenances, as indicated on the Drawings, specified herein, or necessary to permit completion of the Work. Finishes, joints, reinforcements, sealants, etc., are specified in respective Sections. Comply with other requirements of this of Section and as shown on the Drawings. Store, mix, and apply all commercial products specified in this Section in strict compliance with the manufacturer's recommendations. 2. Make repairs in all cases where concrete is repaired in the vicinity of an expansion joint or control joint to preserve the isolation between components on either side of the joint. 3. When drilling holes for dowelsibolts at new or existing concrete, stop drilling if rebar is encountered and relocate the hole to avoid rebar as approved by the Owner's Representative. Do not cut rebar without prior approval by the Owner's Representative. CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Modification To Existing Concrete Structures 03 80 00 Page 5 of 6 B. Concrete Removal 1. Remove concrete designated to be removed to specific limits as shown on the Drawings or directed by the Owner's Representative, by chipping, jack - hammering, or saw -cutting as appropriate in areas where concrete is to be taken out. Do not jackhammer sanitary sewer manhole penetrations. Remove concrete in such a manner that surrounding concrete or existing reinforcing to be left in place and existing in place equipment is not damaged. 2. Where existing reinforcing is exposed due to saw cutting/core drilling and no new material is to be placed on the sawcut surface, apply a coating or surface treatment of epoxy paste to the entire cut surface to a thickness of 1/4 inch. 3. In all cases where the joint between new concrete or grout and existing concrete will be exposed in the finished work, except as otherwise shown or specified, provide a 1-inch deep saw cut on each exposed surface of the existing concrete at the edge of concrete removal. 4. Repair concrete specified to be left in place that is damaged using approved means to the satisfaction of the Owner's Representative. 5. The Owner's Representative may from time to time direct additional repairs to existing concrete. Make these repairs as specified or by such other methods as may be appropriate. C. Connection Surface Preparation 1. Prepare connection surfaces as specified below for concrete areas requiring patching, repairs or modifications as shown on the Drawings, specified herein, or as directed by the Owner's Representative. 2. Remove all deteriorated materials, dirt, oil, grease, and all other bond inhibiting materials from the surface by dry mechanical means, i.e., sandblasting, grinding, etc., as approved by the Owner's Representative. Be sure the areas are not less than 1/2-inch in depth. Irregular voids or surface stones need not be removed if they are sound, free of laitance, and firmly embedded into parent concrete, subject to the Owner's Representative's final inspection. 3. If reinforcing steel is exposed, it must be cleaned by wire brush or other similar means to remove all contaminants, rust, etc., as approved by the Owner's Representative. If 1/2 of the diameter of the reinforcing steel is exposed, chip out behind the steel. Chip a minimum of 1 inch behind the steel. Do not Damage reinforcing to be saved during the demolition operation. 4. Clean reinforcing from existing demolished concrete that is shown to be incorporated in new concrete by wire brush or other similar means to remove all loose material and products of corrosion before proceeding with the repair. Cut, bend, or lap to new reinforcing as shown on the Drawings and provided with 1-inch minimum cover all around. The following are specific concrete surface preparation "methods" to be used where called for on the Drawings, specified herein, or as directed by the Owner's Representative. a. Method A 1) After the existing concrete surface at connection has been roughened and cleaned, thoroughly moisten the existing surface with water. 2) Brush on a 1/16-inch layer of cement and water mixed to the consistency of a heavy paste. 3) Immediately after application of cement paste, place new concrete or grout mixture as detailed on the Drawings. b. Method B CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Modification To Existing Concrete Structures 03 80 00 Page 6 of 6 1) After the existing concrete surface has been roughened and cleaned, apply epoxy bonding agent at connection surface. 2) Comply strictly with the manufacturer's recommendations for the field preparation and application of the epoxy bonding agent. 3) Place new concrete or grout mixture to limits shown on the Drawings within time constraints recommended by the manufacturer to ensure bond. c. Method C 1) Drill a hole 1/4 inch larger than the diameter of the dowel. 2) Blow the hole clear of loose particles and dust just prior to installing epoxy. First fill the drilled hole with epoxy paste, then butter the dowels/bolts with paste then insert by tapping. 3) Unless otherwise shown on the Drawings, drill and set deformed bars to a depth of 10 bar diameters and smooth bars to a depth of 15 bar diameters. 4) If not noted on the Drawings, the Owner's Representative will provide details regarding the size and spacing of dowels. d. Method D 1) Combination of Method B and C. 3.4 INSTALLATION [NOT USED] 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 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 CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Site Furnishings 1167 13 Page 1 of 5 SECTION 11 6713 SITE FURNISHINGS PART 1 GENERAL 1.1 SUMMARY A. Work included: the work includes, but is not necessarily limited to: 1. Furnish and install exterior benches (Alternate #3) 2. Furnish and install removable steel bollards 3. Furnish and install historic bronze plaques (Alternate #4) 4. Warranty and replacements 5. Provide touch-up paint 1.1 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Benches: Measure by each including concrete footing. b. Steel Bollard: Measure by each including concrete footing. c. Historic Bronze Plaque: Measure by each including hardware to attach to concrete wall. 2. Payment a. Benches: full compensation for bench, shipping, storage and installation. Works includes all equipment, labor, tools, and incidentals necessary to execute the work. b. Bollards: full compensation for bench, shipping, storage and installation. Works includes all equipment, labor, tools, and incidentals necessary to execute the work. c. Historic Bronze Plaque: full compensation for bench, shipping, storage and installation. Works includes all equipment, labor, tools, and incidentals necessary to execute the work. 1.3 REFERENCES A. Requirements of Regulatory Agencies: 1. Perform work in accordance with all applicable laws, codes and regulations required. B. American Association of State Highway and Transportation Officials (AASHTO): 1. AASHTO LTS-4 - Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals C. ASTM International (Formerly known as American Society for Testing and Materials): 1. ASTM A123 - Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products 2. ASTM A325 - Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength 3. ASTM A507 - Standard Specification for Drawing Alloy Steel, Sheet and Strip, Hot - CITY OF FORT WORTH East 1' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Site Furnishings 1167 13 Page 2 of 5 Rolled and Cold -Rolled 4. ASTM B26B26M - Standard Specification for Aluminum -Alloy Sand Castings 5. ASTM B85 - Standard Specification for Aluminum -Alloy Die Castings 6. ASTM B 13 7 - Standard Test Method for Measurement of Coating Mass per Unit Area on Anodically Coated Aluminum 7. ASTM B209 - Standard Specification for Aluminum and Aluminum -Alloy Sheet and Plate 8. ASTM B221 - Standard Specification for Aluminum and Aluminum -Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes Thickness of Nonconductive Coatings Applied to a Nonferrous Metal Base 12. ASTM D2240 - Standard Test Method for Rubber Property - Durometer Hardness D. National Fire Protection Association (NFPA): NFPA 70 - National Electrical Code (NEC) E. The Society for Protective Coatings (Formerly known as Steel Structures Painting Council) (SSPC): SSPC-SP 10 - Near -White Blast Cleaning 1.3 QUALITY ASSURANCE A. Installer qualifications: minimum of 5 years of experience in installation of site furnishings. Provide documentation of specific project experience and references as required by Owner. 1.4 SUBMITTALS A. Submit manufacturer's product data and warranty for each type of furniture or material specified, including finish and color indicated. Submit footing detail as recommended by the manufacturer for each type of site furniture. C. Submit manufacturer's installation instructions. D. Samples: 1. Submit two samples 6x6 inch in size illustrating finish material, color and font. E. Submittals to be submitted to Owner's Representative for review and approval no less than 60 days prior to installation. 1.5 DELIVERY, STORAGE, AND HANDLING A. Furnish all materials in manufacturer's unopened, original containers, bearing original labels showing quantity, description and name of manufacturer. B. Deliver and unload at the site on pallets and bound in such a manner that no damage occurs to the product. C. Store products in a manner which will preclude all damages. Damaged materials will be rejected. Remove all damaged materials from the job site immediately and replace at no cost to the Owner. D. Furnish suitable equipment and locate all site furnishing materials carefully and CITY OF FORT WORTH East 1` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Site Furnishings 1167 13 Page 3 of 5 efficiently. Lift materials using lifting inserts provided by the manufacturer where applicable. E. Protect site furniture and accessories from damage until final acceptance. Owner reserves right to reject site furniture damaged prior to and during and after installation. PART 2 PRODUCTS 2.1 STEEL BOLLARD A. Bollard shall be carbon steel, 6-inch diameter, external locking, removable, powder coated yellow, model no. IBPO6040 as manufactured by Calpipe Security Bollards, 12160 Woodruff Ave., Downey, CA. 90241, phone 887-283-8518 at www.calipipebollards.com, or approved equal. 2.2 BENCH A. Bench shall be 6 ft. lex. park bench - "Fort Worth" letters in bench, model: 954-p6, color black as manufactured by Ultrasite, 1675 Locust St. Red Bud, IL 62278, phone 800-458-5872, www.infoAultra-site.com., or approved equivalent as approved in writing by Owner. 2.3 HISTORIC BRONZE PLAQUE A. Plaques shall be standard quality cast bronze suitable for outdoor exposure. Size, wording, and fonts to be determined by Owner's Representative or as shown on the Drawings. 2.4 SUBSTITUTIONS A. Under provisions of General and Special Conditions and Drawings. Substitutions must be of equal quality of material and finish specified. All substitutions must be approved by Park and Recreation Department and Owner's Representative prior to bid submittal with explanation of variances to specified items. 2.5 CONCRETE A. ASTM C94 ready mixed concrete, minimum 28-day compressive strength of 3,000 psi, air -entrained 2% to 45. B. Grout: Section 03305, "Portland Cement Concrete", non -shrink. Where recommended by manufacturer. Prime surfaces to be grouted 2.6 FINISHES A. Specified on drawings. PART 3 EXECUTION 3.1 INSPECTION CITY OF FORT WORTH East Pt Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Site Furnishings 1167 13 Page 4 of 5 A. Examine final grades and installation conditions. Do not proceed with work until unsatisfactory conditions are corrected. B. Beginning of installation means acceptance of existing conditions. 3.2 PREPARATION A. Remove foreign substances from surfaces to receive metal items. B. Locate and layout all site furniture and site accessories. Obtain Owner's Representative's acceptance of layout prior to installation. C. Coordinate setting drawings, diagrams, templates, instructions and directions for the installation of items having integral anchors which are to be embedded in concrete construction. Coordinate delivery of such items with concrete work. D. Restore protective covering that have been damaged in shipment or in the installation of the item. Remove protective covering from surfaces only when there is no possibility of damage from work yet to be performed after installation. Retain covering on all similarly finished items and remove only when all are in place to preclude non- uniform oxidation and discoloration. 3.4 INSTALLATION OF SITE FURNISHINGS A. Install where and as shown on plans and details. Install per Manufacturer's directions. Install all pieces level and plumb. B. Provide and install vandal -proof anchors into pavement to secure the site furnishings. C. Paint exposed installation hardware to match furnishing color. D. Shim and level furnishings as required at approved locations. E. Guard against staining or damaging of existing pavements and plantings where site furnishings are to be installed. F. Provide Owner with manufacturer's touch-up paint (I-pintminimum) for each painted furnishing. Supply literature necessary for ordering touch-up paint. G. Historic signs shall be mounted to existing concrete walls using proper materials and anchors to secure the signs. 3.5 TOLERANCES A. Maximum Variation from Plumb: 1/32 inch per foot. 3.6 CLEANING A. Perform cleaning during installation of the work and upon completion of the work. Maintain clean surfaces until final acceptance. Remove from site all debris and equipment. Repair all damage resulting from play fields and equipment installation. CITY OF FORT WORTH East 1` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Site Furnishings 1167 13 Page 5 of 5 3.7 CLEANING/TOUCH-UP A. As Work proceeds, promptly remove concrete where spilled, splashed, or spattered onto site furniture. B. During progress of Work maintain premises free of unnecessary accumulation of tools, equipment, surplus materials, and debris. C. Perform cleaning during installation of the work and upon completion of the work. Maintain clean surfaces until final acceptance. Remove from site all debris and equipment. Repair all damage resulting from furniture and equipment installation. Replace damaged furniture as requested by the Owner's Representative. END OF SECTION CITY OF FORT WORTH East 1` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Unclassified Excavation 3123 16 Page 1 of 4 SECTION 3123 16 UNCLASSIFIED EXCAVATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: Excavate areas as shown on the Drawings or as directed. Removal of materials encountered to the lines, grades, and typical sections shown on the Drawings and removal from site. Excavations may include construction of a. Roadways b. Drainage Channels c. Site Excavation d. Excavation for Structures e. Or any other operation involving the excavation of on -site materials B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 3. Section 3123 23 — Borrow 4. Section 02 41 15 — Asphalt Paving Removal 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Excavation by Plan Quantity a. Measurement 1) Measurement for this Item shall be by the cubic yard in its final position using the average end area method. Limits of measurement are shown on the Drawings. 2) W en measured by the cubic yard in its final position, this is a plans quantity measurement Item. The quantity to be paid is the quantity shown in the proposal, unless modified by Article 11.04 of the General Conditions. Additional measurements or calculations will be made if adjustments of quantities are required. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Unclassified Excavation by Plan". No additional compensation will be allowed for rock or shrinkage/swell factors, as these are the Contractor's responsibility. c. The price bid shall include: 1) Excavation 2) Excavation Safety 3) Drying CITY OF FORT WORTH East ls` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised January 28, 2013 Unclassified Excavation 3123 16 Page 2 of 4 4) Dust Control 5) Reworking or replacing the over excavated material 6) Hauling 7) Disposal of excess material not used elsewhere onsite 8) Scarification 9) Clean-up 1.3 REFERENCES [NOT USED] A. Definitions 1. Unclassified Excavation — Without regard to materials, all excavations shall be considered unclassified and shall include all materials excavated. Any reference to Rock or other materials on the Drawings or in the specifications is solely for the City and the Contractor's information and is not to be taken as a classification of the excavation. 1.4 ADMINSTRATIVE REQUIREMENTS A. The Contractor will provide the City with a Disposal Letter in accordance to Division 01. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Excavation Safety 1. The Contractor shall be solely responsible for making all excavations in a safe manner. 2. All excavation and related sheeting and bracing shall comply with the requirements of OSHA excavation safety standards 29 CFR part 1926 and state requirements. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage W thin Existing Rights -of -Way (ROW) a. Do not block drainage ways, inlets or driveways. b. Provide erosion control in accordance with Section 3125 00. c. W hn the Work is performed in active traffic areas, store materials only in areas barricaded as provided in the traffic control plans. d. In non -paved areas, do not store material on the root zone of any trees or in landscaped areas. Designated Storage Areas a. If the Contract Documents do not allow the storage of spoils within the ROW, easement or temporary construction easement, then secure and maintain an adequate storage location. b. Provide an affidavit that rights have been secured to store the materials on private property. CITY OF FORT WORTH East 1't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised January 28, 2013 Unclassified Excavation 3123 16 Page 3 of 4 c. Provide erosion control in accordance with Section 3125 00. d. Do not block drainage ways. 1.11 FIELD CONDITIONS A. Existing Conditions 1. Any data which has been or may be provided on subsurface conditions is not intended as a representation or warranty of accuracy or continuity between soils. It is expressly understood that neither the City nor the Engineer will be responsible for interpretations or conclusions drawn there from by the Contractor. 2. Data is made available for the convenience of the Contractor. 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 2.1 OWNER -FURNISHED [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Materials 1. Unacceptable Fill Material a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM D2487 PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CONSTRUCTION A. Accept ownership of unsuitable or excess material and dispose of material off -site accordance with local, state, and federal regulations at locations. B. Excavations shall be performed in the dry, and kept free from water, snow and ice during construction with eh exception of water that is applied for dust control. C. Separate Unacceptable Fill Material from other materials, remove from the Site and properly dispose according to disposal plan. D. Maintain drainage in the excavated area to avoid damage to the roadway sections and proposed or existing structures. E. Correct any damage to the subgrade caused by weather, at no additional cost to the City. F. Shape slopes to avoid loosening material below or outside the proposed grades. Remove and dispose of slides as directed. G. Earth Cuts CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised January 28, 2013 Unclassified Excavation 3123 16 Page 4 of 4 1. Excavate to finish subgrade 2. In the event of over excavation due to contractor error below the lines and grades established in the Drawings, use approved embankment material compacted in accordance with Section 3124 00 to replace the over excavated at no additional cost to City. 3. Manipulate and compact subgrade in accordance with Section 3124 00. 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Subgrade Tolerances 1. Excavate to within 0.1 foot in all directions. 2. In areas of over excavation, Contractor provides fill material approved by the City at no expense to the City. 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 CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised January 28, 2013 Borrow 3123 23 Page 1 of 4 SECTION 3123 23 BORROW PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Furnish, place and compact borrow material for grading. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3123 16 — Unclassified Excavation 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Borrow by Plan a. Measurement 1) Measurement for this Item shall be by the cubic yard in its final position using the average end area method. Limits of measurement are shown on the Drawings. 2) When measured by the cubic yard in its final position, this is a plans quantity measurement Item. The quantity to be paid is the quantity shown in the proposal, unless modified by Article 11.04 of the General Conditions. Additional measurements or calculations will be made if adjustments of quantities are required. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Borrow" for the various borrow materials. No additional compensation will be allowed for rock or shrinkage/swell factors, as these are the Contractor's responsibility. c. The price bid shall include: 1) Transporting or hauling material 2) Furnishing, placing, compacting and finishing Borrow 3) Construction Water 4) Dust Control 5) Clean-up 6) Proof Rolling 7) Disposal of excess or waste material 8) Reworking or replacement of undercut material 1.3 REFERENCES A. Reference Standards CITY OF FORT WORTH East 1` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Borrow 3123 23 Page 2 of 4 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM Standards a. ASTM D2487, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) b. ASTM D4318-10, Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils c. ASTM D6913, Standard Test Methods for Particle -Size Distribution (Gradation) of Soils Using Sieve Analysis d. ASTM D698, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft) 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to construction. C. Submit laboratory tests reports for each soil borrow source used to supply general borrow and select fill materials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Shop Drawings Stockpiled Borrow material a. Provide a description of the storage of the delivered Borrow material only if the Contract Documents do not allow storage of materials in the right-of-way of the easement. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Borrow material shall be tested prior to delivery to the Site. 1. Provide Proctor Test results, Gradation and Atterberg Limits for Borrow material from each source. a. All testing listed above shall be performed in terms of ASTM D698, ASTM D6913 and ASTM D4318-10 respectively. 1.10 DELIVERY, STORAGE, AND HANDLING A. Delivery 1. Coordinate all deliveries and haul -off. B. Storage 1. Within Existing Rights -of -Way (ROW) a. Borrow materials may be stored within existing ROW, easements or temporary construction easements, unless specifically disallowed in the Contract Documents. b. Do not block drainage ways, inlets or driveways. CITY OF FORT WORTH East Pt Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Borrow 3123 23 Page 3 of 4 c. Provide erosion control in accordance with Section 3125 00. d. Store materials only in areas barricaded as provided in the traffic control plans. e. In non -paved areas, do not store material on the root zone of any trees or in landscaped areas. 2. Designated Storage Areas a. If the Contract Documents do not allow the storage of Borrow materials within the ROW, easement or temporary construction easement, then secure and maintain an adequate storage location. b. Provide an affidavit that rights have been secured to store the materials on private property. c. Provide erosion control in accordance with Section 3125 00. d. Do not block drainage ways. e. Only materials used for 1 working day will be allowed to be stored in the work zone. 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS 1. Additional soil beneath pavements, roadways, foundations and other structures required to achieve the elevations shown on the Drawings. 2. Blended Fill Material a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 b. Blended with in -situ or imported Acceptable Fill material to meet the requirements of an Acceptable Fill Material c. Free from deleterious materials, boulders over 2 inches in size and organics d. Must have 20 percent passing the number 200 sieve 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 2.4 ACCESSORIES [NOT USED] 2.5 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. All Borrow placement shall be performed in accordance to Section 3124 00. CITY OF FORT WORTH East 1' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Borrow 3123 23 Page 4 of 4 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field quality control will be performed in accordance to Section 3124 00. 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 CITY OF FORT WORTH East 1' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Erosion And Sediment Control 3125 00 Page 1 of 8 SECTION 3125 00 EROSION AND SEDIMENT CONTROL PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Implementation of the project's Storm Water Pollution Prevention Plan (SWPPP) and installation, maintenance and removal of erosion and sediment control devices 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. Storm Water Pollution Prevention Plan<1 acre 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 structure or Items being bid and no other compensation will be allowed. 2. Storm Water Pollution Prevention Plan > 1 acre a. 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 "SWPPP > 1 acre". c. The price bid shall include: 1) Preparation of SWPPP 2) Implementation 3) Permitting fees 4) Installation 5) Maintenance 6) Removal 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM Standard: a. ASTM D3786, Standard Test Method for Bursting Strength of Textile Fabrics —Diaphragm Bursting Strength Tester Method CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Erosion And Sediment Control 3125 00 Page 2 of 8 b. ASTM D4632, Standard Test Method for Grab Breaking Load and Elongation of Geotextiles c. ASTM D4751, Standard Test Method for Determining Apparent Opening Size of a Geotextile d. ASTM D4833, Standard Test Method for Index Puncture Resistance of Geomembranes and Related Products 3. Texas Commission on Environmental Quality (TCEQ) TPDES General Permit No. TXR150000 4. TxDOT Departmental Material Specifications (DMS) a. DMS-6230 "Temporary Sediment Control Fence Fabric" 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Storm Water Pollution Prevention Plan (SWPPP) B. TCEQ Notice of Intent (NOI) for Storm Water Discharges Associated with Construction Activity under the TPDES General Permit C. Construction Site Notice D. TCEQ Notice of Termination (NOT) for Storm Water Discharges Associatedwith Construction Activity under the TPDES General Permit E. Notice of Change (if applicable) 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [okI OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Rock Filter Dams 1. Aggregate a. Furnish aggregate with hardness, durability, cleanliness and resistance to crumbling, flaking and eroding acceptable to the Engineer. b. Provide the following: 1) Types 1, 2 and 4 Rock Filter Dams a) Use 3 to 6-inch aggregate. 2) Type 3 Rock Filter Dams a) Use 4 to 8-inch aggregate. CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Erosion And Sediment Control 3125 00 Page 3 of 8 2. Wire a. Provide minimum 20-gauge galvanized wire for the steel wire mesh and tie wires for Types 2 and 3 rock filter dams b. Type 4 dams require: 1) Double -twisted, hexagonal weave with a nominal mesh opening of 2'/Z inches x 3 1/4 inches 2) Minimum 0.0866 inch steel wire for netting 3) Minimum 0.1063 inch steel wire for selvages and corners 4) Minimum 0.0866 inch for binding or tie wire B. Geotextile Fabric 1. Place the aggregate over geotextile fabric meeting the following criteria: a. Tensile Strength of 250 pounds, per ASTM D4632 b. Puncture Strength of 135 pounds, per ASTM D4833 c. Mullen Burst Rate of 420 psi, per ASTM D3786 d. Apparent Opening Size of No. 20 (max), per ASTM D4751 C. Sandbag Material 1. Furnish sandbags meeting Section 2.5 except that any gradation of aggregate may be used to fill the sandbags. D. Stabilized Construction Entrances Provide materials that meet the details shown on the Drawings and this Section. a. Provide crushed aggregate for long and short-term construction exits. b. Furnish aggregates that are clean, hard, durable and free from adherent coatings such as salt, alkali, dirt, clay, loam, shale, soft or flaky materials and organic and injurious matter. c. Use 3 to 5-inch coarse aggregate with a minimum thickness of 12 inches. d. The aggregate shall be placed over a geotextile fabric meeting the following criteria: 1) Tensile Strength of 300 pounds, per ASTM D4632 2) Puncture Strength of 120 pounds, per ASTM D4833 3) Mullen Burst Rate of 600 psi, per ASTM D3786 4) Apparent Opening Size of No. 40 (max), per ASTM D4751 E. Embankment for Erosion Control 1. Provide rock, loam, clay, topsoil or other earth materials that will form a stable embankment to meet the intended use. F. Sandbags 1. Provide sandbag material of polypropylene, polyethylene or polyamide woven fabric with a minimum unit weight of 4 ounces per square yard, a Mullen burst - strength exceeding 300 psi, and an ultraviolet stability exceeding 70 percent. 2. Use natural coarse sand or manufactured sand meeting the gradation given in Table 1 to fill sandbags. 3. Filled sandbags must be 24 to 30 inches long, 16 to 18 inches wide, and 6 to 8 inches thick. CITY OF FORT WORTH East 16f Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Erosion And Sediment Control 3125 00 Page 4 of 8 Table 1 Sieve # Maximum Retained (% by Weight) 4 3 percent 100 80 percent 200 95 percent Sand Gradation G. Temporary Sediment Control Fence 1. Provide a net -reinforced fence using woven geo-textile fabric. Logos visible to the traveling public will not be allowed. a. Fabric 1) Provide fabric materials in accordance with DMS-6230, "Temporary Sediment Control Fence Fabric." b. Posts 1) Provide essentially straight wood or steel posts with a minimum length of 48 inches, unless otherwise shown on the Drawings. 2) Soft wood posts must be at least 3 inches in diameter or nominal 2 x 4 inch 3) Hardwood posts must have a minimum cross-section of 1-1/2 x 1-1/2 inch 4) T- or L-shaped steel posts must have a minimum weight of 1.3 pounds per foot. c. Net Reinforcement 1) Provide net reinforcement of at least 12-1 /2 gauge galvanized welded wire mesh, with a maximum opening size of 2 x 4 inch, at least 24 inches wide, unless otherwise shown on the Drawings. d. Staples 1) Provide staples with a crown at least 3/4-inch-wide and legs 1/2 inch long. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Storm Water Pollution Prevention Plan 1. Develop and implement the project's Storm Water Pollution Prevention Plan (SWPPP) in accordance with the TPDES Construction General Permit TXR1 50000 requirements. Prevent water pollution from storm water runoff by using and maintaining appropriate structural and nonstructural BMPs to reduce pollutants discharges to the MS4 from the construction site. B. Control Measures CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Erosion And Sediment Control 3125 00 Page 5 of 8 1. Implement control measures in the area to be disturbed before beginning construction, or as directed. Limit the disturbance to the area shown onthe Drawings or as directed. Control site waste such as discarded building materials, concrete truck washout water, chemicals, litter and sanitary waste at the construction site. 2. If, in the opinion of the Engineer, the Contractor cannot control soil erosion and sedimentation resulting from construction operations, the Engineer will limit the disturbed area to that which the Contractor is able to control. Minimize disturbance to vegetation. 3. Immediately correct ineffective control measures. Implement additional controls as directed. Remove excavated material within the time requirements specified in the applicable storm water permit. 4. Upon acceptance of vegetative cover by the City, remove and dispose of all temporary control measures, temporary embankments, bridges, matting, falsework, piling, debris, or other obstructions placed during construction that are not a part of the finished work, or as directed. C. Do not locate disposal areas, stockpiles, or haul roads in any wetland, water body, or streambed. D. Do not install temporary construction crossings in or across any water body withoutthe prior approval of the appropriate resource agency and the Engineer. E. Provide protected storage area for paints, chemicals, solvents, and fertilizers at an approved location. Keep paints, chemicals, solvents, and fertilizers off bare groundand provide shelter for stored chemicals. F. Installation and Maintenance 1. Perform work in accordance with the TPDES Construction General Permit TXR150000. 2. When approved, sediments may be disposed of within embankments, or in areas where the material will not contribute to further siltation. 3. Dispose of removed material in accordance with federal, state, and local regulations. 4. Remove devices upon approval or when directed. a. Upon removal, finish -grade and dress the area. b. Stabilize disturbed areas in accordance with the permit, and as shown on the Drawings or directed. 5. The Contractor retains ownership of stockpiled material and must remove it from the project when new installations or replacements are no longer required. G. Rock Filter Dams for Erosion Control 1. Remove trees, brush, stumps and other objectionable material that may interfere with the construction of rock filter dams. 2. Place sandbags as a foundation when required or at the Contractor's option. 3. For Types 1, 2, 3, and 5, place the aggregate to the lines, height, and slopes specified, without undue voids. 4. For Types 2 and 3, place the aggregate on the mesh and then fold the mesh at the upstream side over the aggregate and secure it to itself on the downstream side with wire ties, or hog rings, or as directed. 5. Place rock filter dams perpendicular to the flow of the stream or channel unless CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Erosion And Sediment Control 3125 00 Page 6 of 8 otherwise directed. 6. Construct filter dams according to the following criteria, unless otherwise shown on the Drawings: a. Type 1 (Non -reinforced) 1) Height - At least 18 inches measured vertically from existing ground to top of filter dam 2) Top Width - At least 2 feet 3) Slopes - At most 2:1 b. Type 2 (Reinforced) 1) Height - At least 18 inches measured vertically from existing ground to top of filter dam 2) Top Width - At least 2 feet 3) Slopes - At most 2:1 c. Type 3 (Reinforced) 1) Height - At least 36 inches measured vertically from existing ground to top of filter dam 2) Top Width - At least 2 feet 3) Slopes - At most 2:1 d. Type 4 (Sack Gabions) 1) Unfold sack gabions and smooth out kinks and bends. 2) For vertical filling, connect the sides by lacing in a single loop —double loop pattern on 4- to 5-inches spacing. At 1 end, pull the end lacing rod until tight, wrap around the end, and twist 4 times. At the filling end, fill with stone, pull the rod tight, cut the wire with approximately 6 inches remaining, and twist wires 4 times. 3) For horizontal filling, place sack flat in a filling trough, fill with stone, and connect sides and secure ends as described above. 4) Lift and place without damaging the gabion. 5) Shape sack gabions to existing contours. e. Type 5 1) Provide rock filter dams as shown on the Drawings. H. Construction Entrances 1. When tracking conditions exist, prevent traffic from crossing or exiting the construction site or moving directly onto a public roadway, alley, sidewalk, parking area, or other right of way areas other than at the location of construction entrances. 2. Place the exit over a foundation course, if necessary. a. Grade the foundation course or compacted subgrade to direct runoff from the construction exits to a sediment trap as shown on the Drawings or as directed. 3. At drive approaches, make sure the construction entrance is the full width of the drive and meets the length shown on the Drawings. a. The width shall beat least 14 feet for 1-way and 24 feet for 2-way traffic for all other points of ingress or egress or as directed by the Engineer. I. Earthwork for Erosion Control 1. Perform excavation and embankment operations to minimize erosion and to remove collected sediments from other erosion control devices. a. Excavation and Embankment for Erosion Control Measures 1) Place earth dikes, swales or combinations of both along the low crown of daily lift placement, or as directed, to prevent runoff spillover. Place swales and dikes at other locations as shown on the Drawings or as CITY OF FORT WORTH East 16f Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Erosion And Sediment Control 3125 00 Page 7 of 8 directed to prevent runoff spillover or to divert runoff. 2) Construct cuts with the low end blocked with undisturbed earth to prevent erosion of hillsides. 3) Construct sediment traps at drainage structures in conjunction with other erosion control measures as shown on the Drawings or as directed. 4) Where required, create a sediment basin providing 3,600 cubic feet of storage per acre drained, or equivalent control measures for drainage locations that serve an area with 10 or more disturbed acres at 1 time, not including offsite areas. b. Excavation of Sediment and Debris 1) Remove sediment and debris when accumulation affects the performance of the devices, after a rain, and when directed. J. Sandbags for Erosion Control 1. Construct a berm or dam of sandbags that will intercept sediment -laden storm water runoff from disturbed areas, create a retention pond, detain sediment and release water in sheet flow. 2. Fill each bag with sand so that at least the top 6 inches of the bag is unfilled to allow for proper tying of the open end. 3. Place the sandbags with their tied ends in the same direction. 4. Offset subsequent rows of sandbags 1/2 the length of the preceding row. 5. Place a single layer of sandbags downstream as a secondary debris trap. 6. Place additional sandbags as necessary or as directed for supplementary support to berms or dams of sandbags or earth. K. Temporary Sediment -Control Fence 1. Provide temporary sediment -control fence near the downstream perimeter of disturbed area to intercept sediment from sheet flow. 2. Incorporate the fence into erosion -control measures used to control sediment in areas of higher flow. Install the fence as shown on the Drawings, as specified in this Section, or as directed. a. Post Installation 1) Embed posts at least 18 inches deep, or adequately anchor, if in rock, with a spacing of 6 to 8 feet and install on a slight angle toward the run-off source. b. Fabric Anchoring 1) Dig trenches along the uphill side of the fence to anchor 6 to 8 inches of fabric. 2) Provide a minimum trench cross-section of 6 x 6 inches 3) Place the fabric against the side of the trench and align approximately 2 inches of fabric along the bottom in the upstream direction. 4) Backfill the trench, then hand -tamp. c. Fabric and Net Reinforcement Attachment 1) Unless otherwise shown under the Drawings, attach the reinforcement to wooden posts with staples, or to steel posts with T-clips, in at least 4 places equally spaced. 2) Sewn vertical pockets may be used to attach reinforcement to end posts. Fasten the fabric to the top strand of reinforcement by hog rings or cord every 15 inches or less. Fabric and Net Splices 3) Locate splices at a fence post with a minimum lap of 6 inches attached in at least 6 places equally spaced, unless otherwise shown under the Drawings. a) Do not locate splices in concentrated flow areas. CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Erosion And Sediment Control 3125 00 Page 8 of 8 4) Requirements for installation of used temporary sediment -control fence include the following: a) Fabric with minimal or no visible signs of biodegradation (weak fibers) b) Fabric without excessive patching (more than 1 patch every 15 to 20 feet) c) Posts without bends d) Backing without holes 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL SNOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. Waste Management 1. Remove sediment, debris and litter as needed. 3.11 CLOSEOUT ACTIVITIES A. Erosion control measures remain in place and are maintained until all soil disturbing activities at the project site have been completed. B. Establish a uniform vegetative cover with a density of 70 percent on all unpaved areas, on areas not covered by permanent structures, or in areas where permanent erosion control measures (i.e. riprap, gabions, or geotextiles) have been employed. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. Install and maintain the integrity of temporary erosion and sedimentation control devices to accumulate silt and debris until earthwork construction and permanent erosion control features are in place or the disturbed area has been adequately stabilized as determined by the Engineer. B. If a device ceases to function as intended, repair or replace the device or portions thereof as necessary. C. Perform inspections of the construction site as prescribed in the Construction General Permit TXR150000. D. Records of inspections and modifications based on the results of inspections must be maintained and available in accordance with the permit. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH East 16f Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Riprap 3137 00 Page 1 of 4 SECTION 3137 00 II 'C:' PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Furnishing and installing concrete, stone, cement -stabilized, or special riprap. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be by the face square yard to the depth specified of material complete in place. Volume will be computed on the basis of the measured area and type, verified by field measurements. 2. Payment a. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of "Riprap" installed for: 1) Various types 2) Various thicknesses 3) Various void -filling techniques 3. The price bid shall include: a. Furnishing, hauling, and placing riprap b. Filter fabric c. Excavation of toe wall trenches, as applicable d. Excavation below natural ground or bottom of excavated channel, as applicable e. Shaping of slopes, as applicable f. Scales g. Test weights h. Clean-up 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM Standards a. ASTM C136-06, Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates CITY OF FORT WORTH East I't Street Bridge Improvements Project STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Number 100575 Revised December 20, 2012 Riprap 3137 00 Page 2 of 4 b. ASTM D7370-09, Standard Test Method for Determination of Relative Density and Absorption of Fine, Coarse, and Blended Aggregate Using Combined Vacuum Saturation and Rapid Submersion c. ASTM C5240-04, Standard Test Method for, Testing Rock Slabs to Evaluate the Soundness of Riprap by Use of Sodium Sulfate or Magnesium Sulfate d. ASTM D4632-08, Standard Test Method for Grab Breaking Load and Elongation of Geotextiles e. ASTM D4533-04, Standard Test Method for Trapezoid Tearing Strength of Geotextiles f. ASTM D751-06, Standard Test Methods for Coated Fabrics g. ASTM D4751-04, Standard Test Method for Determining Apparent Opening Size of a Geotextile h. ASTM D4491-99a, Standard Test Methods for Water Permeability of Geotextiles by Permittivity 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Stone Riprap 1. Unless otherwise shown on the Drawings, use durable natural stone with a minimum bulk specific gravity of 2. Provide stone that has a maximum weight loss of 18 percent after 5 cycles of magnesium sulfate solution and 14 percent after 5 cycles of sodium sulfate solution. Stone shall match existing riprap as close as possible. 2. For all types of stone riprap perform a size verification test on the first 5,000 square yards of finished riprap stone at a location determined by the Owner's Representative. Weigh each stone in a square test area with the length of each side of the square equal to 3 times the specified riprap thickness. The weight of the stones, excluding spalls, should be as specified below. Additional tests may be required. Do not place additional riprap until the initial 5,000 square yards of riprap has been approved. 3. Provide filter fabric in accordance with Section 3125 00. For slab riprap, provide the filter fabric type shown on the Drawings a. Large 1) Use stones between 50 and 250 pounds with a minimum of 50 percent of the stones heavier than 100 pounds CITY OF FORT WORTH East I't Street Bridge Improvements Project STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Number 100575 Revised December 20, 2012 Riprap 3137 00 Page 3 of 4 b. Medium 1) Use stones between 50 and 250 pounds with a minimum of 40 percent of the stones heavier than 100 pounds Use stones with at least 1 broad flat surface. c. Block 1) Use stones between 50 and 250 pounds. Use stones that are at least 3 inches in their least dimension. Use stones that are at least twice as wide as they are thick. When shown on the Drawings or approved, material may consist of broken concrete removed under the Contract or from other approved sources. Before placement of each piece of broken concrete, cut exposed reinforcement flush with all surfaces. Table 1 Riprap Gradation Requirements Thickness Maximum Size lb. 90 percent Size' lb. 50& Size' lb. 8 percent Size, Minimum lb. 12 in. 200 80-180 30-75 3 15in. 320 170-300 60-165 20 18in. 530 290-475 105-220 22 21 in. 800 460-720 175-300 25 24in. 1,000 550-850 200-325 30 30in. 2,600 1,150-2.50 400-900 40 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 2.4 ACCESSORIES [NOT USED] 2.5 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Dress slopes and protected areas to the line and grade shown on the Drawings before the placement of riprap. Place riprap and toe walls according to details and dimensions shown on the Drawings or as directed by the Owner's Representative. 1. Provide the following types of stone riprap when shown on the Drawings. a. Dry Riprap 1) Dry riprap is stone riprap with voids filled with only spalls or small stones. 2. Use spalls and small stones lighter than 25 pounds to fill open joints and voids in stone riprap, and place to a tight fit. 3. Secure fabric with nails or pins. Use nails at least 2 inches long with washers or U- shaped pins with legs at least 9 inches long. Space nails or pins at a maximum of 10 feet in each direction and 5 feet along the seams. Alternative anchorage and spacing may be used when approved. 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] CITY OF FORT WORTH East I't Street Bridge Improvements Project STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Number 100575 Revised December 20, 2012 Riprap 3137 00 Page 4 of 4 3.7 FIELD 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 END OF SECTION CITY OF FORT WORTH East I" Street Bridge Improvements Project STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Number 100575 Revised December 20, 2012 SECTION 32 01 13.62 ASPHALT SURFACE TREATMENT (ALTERNATE 2) 17171 aEEK&I`I DI_:17.1II 1.1 SUMMARY A. Section Includes: The work of this Section is an Add Alternate #2. 2. The work includes providing a durable imprinted aggregate reinforced preformed thermoplastic pavement marking system (herein "System") that provides a textured, highly attractive and durable topical treatment to the surface of asphalt pavement. 2. Work includes all materials, labor, equipment necessary to provide a complete and quality application of imprinting the asphalt surface and applying the thermoplastic marking materials. B. Deviations from this City of Fort Worth Standard Specification 1. NA. C. Related Specification Sections include, but are not necessarily limited to: a. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract b. Division 1 — General Requirements c. Section 32 12 16 -Asphalt Paving 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Imprinted Aggregate Reinforced Preformed Thermoplastic Pavement Marking System: a. Measurement: 1) Imprinting asphalt and applying thermoplastic markings to be measured in place by the square foot. b. Payment: 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square foot. c. The price bid shall include: 1) Shaping and fine grading the placement area 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Imprinting of Asphalt 4) Application of thermoplastic pavement marking materials 5) Materials and work needed for corrective action 6) Test area 7) Tack coat if necessary 8) Removal and/or sweeping excess material. 2.2 REFERENCES A. Reference Standards A. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. a. American Association of State Highway and Transportation (AASHTO): 1) AASHTO designation M249 b. ASTM International (ASTM): 1) ASTM E 303 2) ASTM C 1028 3) ASTM D 2047 c. Federal Highway Administration: FHWA Docket No. FHWA-99-6190 Table 5 and Table 6 d. Code of Federal Regulations: 29 CFR 1910.1200 1.3 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.4 QUALITY ASSURANCE A. Manufacturer Qualifications 1. A firm experienced in imprinting asphalt, manufacturing thermoplastic marking material, and installing all materials with minimal experience of 5 years. 1.2 DELIVERY, STORAGE, AND HANDLING A. Thermoplastic Markings Deliver, store, and handle all materials to prevent bending and damage. The preformed thermoplastic material shall be packaged in cardboard cartons with a plastic sheet between each layer of preformed thermoplastic. The cartons in which packed shall be non- returnable and shall not exceed 25 in. (.64m) in length and 25 in. (64m) in width. The cartons shall be labeled for ease of identification. The weight of the individual carton must not exceed seventy (70) pounds (32 kg). A protective film around the carton must be applied in order to protect the material from rain or premature aging. PART2-PRODUCTS 2.1 PRODUCT TYPES AND MATERIALS A. The aggregate reinforced preformed thermoplastic is typically supplied in panels measuring 2 ft. x 2 ft. [±'/8 in.] (.61m x .61m [f3mm]) B. The System must be able to be applied to asphalt surfaces without preheating the application surface to a specific temperature. C. The System must be able to be applied in temperatures down to 45°F (7°C) without any special storage, preheating or treatment of the material before application. D. The System is "Traffic Patterns XD" as manufactured by Ennis -Flint In., 4161 Piedmont Parkway, Greensboro, NC 27410, phone 800-331-8118, email www.sales@ennisflint.com. E. Apply to asphalt pavement using proprietary reciprocating infrared heating equipment. A two-part epoxy sealer specified by the manufacturer must be applied to the substrate prior to preformed thermoplastic application to ensure proper adhesion, and to provide reinforcement for larger volumes of material. Immediately following sealer application, panels of aggregate reinforced preformed thermoplastic shall be positioned properly on the asphalt substrate. The preformed thermoplastic is then heated to the required melting temperature. Additional aggregate may be applied to the preformed thermoplastic surface as needed following the melting process, to achieve added friction properties and a uniform surface appearance. As the material is cooling, it shall be imprinted with a vibratory plate compactor and a template made from 3/8 in. (9.5 mm) flexible wire rope in the required design to create crisp, clean lines which define the pattern. F. The imprinted pattern and colors (up to 3) shall be submitted to the Owner for selection. G. The System shall utilize a resilient, aggregate reinforced preformed thermoplastic product which contains a minimum of thirty percent (30%) intermixed anti-skid/anti-slip elements and where the top surface contains anti- skid/anti-slip elements. These anti- skid/anti-slip elements must have a minimum hardness of 6 (Mohs scale). H. The System must be resistant to the detrimental effects of motor fuels, antifreeze, lubricants, hydraulic fluids, etc. 2.2 MANUFACTURING CONTROL AND ISO CERTIFICATION A. The System manufacturer must be ISO 9001:2015 certified for design, development and manufacturing of preformed thermoplastic, and provide proof of current certification. 2.3 PREFORMED THERMOPLASTIC MATERIAL A. Must be composed of an ester modified rosin impervious to degradation by motor fuels, lubricants, etc. in conjunction with aggregates, pigments, binders, and anti-skid/anti-slip elements. Pigments and anti-skid/anti-slip elements must be uniformly distributed throughout the material. The material conforms to AASHTO designation M249, with the exception of the relevant differences due to the material being supplied in a preformed state, being non - reflective, and potentially being of a color different from white or yellow. B. Pigments: 1. White: The material shall be manufactured with sufficient titanium dioxide pigment to meet FHWA Docket No. FHWA-99-6190 Table 5 and Table 6 as revised and corrected. 2. Other Colors: The pigment system must not contain heavy metals nor any carcinogen, as defined in 29 CFR 1910.1200 in amounts exceeding permissible limits as specified in relevant Federal Regulations. 2.4 SKID RESISTANCE A. The surface of the material shall contain factory applied anti-skid/anti-slip elements with a minimum hardness of 6 (Mohs scale). Upon application the material shall provide a minimum skid resistance value of 60 BPN when tested according to ASTM E 303. 2.5 SLIP RESISTANCE A. The surface of the material shall contain factory applied anti-skid/anti-slip elements with a minimum hardness of 6 (Mohs scale). Upon application the material shall provide a minimum static friction of coefficient of 0.6 when tested according to ASTM C 1028 (wet and dry), and a minimum static coefficient of friction of 0.6 when tested according to ASTM D 2047. W=IsoIEli 1140=1 A. The material must be supplied at a minimum thickness of 150 mil (3.8mm). 2.7 ENVIRONMENTAL RESISTANCE A. The material must be resistant to deterioration due to exposure to sunlight, water, salt or adverse weather conditions and impervious to oil andgasoline. 2.8 STORAGE LIFE A. The material may be stored for 24 months, if stored indoors and protected from the elements. PART 3 - EXECUTION 3.1 INSTALLERS A. Installers must have a minimum of 5 years of experience imprinting asphalt and using the specified materials and equipment. Installer shall provide a list of past projects, contact names, and phone no. to the Owner's Representative prior to ordering materials or beginning work. 3.2 STAMPING TEMPLATES A. A wire rope template is required in the execution of the System. The template is used for imprinting the defined pattern once the preformed thermoplastic has been applied. The wire rope diameter for the imprinting template used for the specified pattern is 3/8 in. (9.5mm). The stamping templates are distributed by the System manufacturer. 3.3 HEATING EQUIPMENT A. The System manufacturer shall distribute reciprocating infrared heating equipment designed specifically to elevate the temperature of the preformed thermoplastic material and asphalt pavement without adversely affecting it. The primary heating unit must employ a bank of propane -fired infrared heaters, mounted on a track device that allows the heater bank to reciprocate back and forth over a designated area, thereby allowing the operator to monitor the temperature of the preformed thermoplastic at all times during the pavement heating process. B. A smaller, mobile infrared heater distributed by the System manufacturer is designed specifically to heat areas such as borders and narrow areas that are inaccessible to the primary heaters. This secondary heater also allows the operator to monitor the temperature of the preformed thermoplastic at all times during the heating process. C. An approved hand-held propane heat torch distributed by the System manufacturer shall be used to heat isolated areas of the preformed thermoplastic. 3.4 SEALER A. A two-part epoxy sealer specified and distributed by the System manufacturer must be applied to the substrate prior to material application to ensure proper adhesion, and to provide reinforcement for larger volumes ofmaterial. 3.5 SPECIALIZED SEALER DISPENSING GUN A. Used to dispense the required two-part epoxy sealer onto the substrate. The sealer dispensing guns are distributed by the System manufacturer. 3.6 HAND HELD FINISHING TOOL A. Enables the applicator to complete the imprinting of the thermoplastic in areas around permanent structures, such as curbs and manholes covers, which may be inaccessible to the stamping template. The hand-held finishing tools are distributed by the System manufacturer. 3.7 AGGREGATE A. Supplemental anti-skid/anti-slip elements to be applied to the surface of the molten thermoplastic as needed, if the factory applied anti-skid/anti-slip elements embed too deeply into the surface of the molten thermoplastic material during the heating process. (Embedded aggregate is exposed upon wear for extended skid resistance.) The aggregate is distributed by the System manufacturer. 3.8 AIR POWERED SPRAY HOPPER A. Used to spray supplemental anti-skid/anti-slip elements (aggregate) on the surface of the molten preformed thermoplastic in a uniform manner. The air powered spray hoppers are distributed by the System manufacturer. 3.9 VIBRATORY PLATE COMPACTOR (700-900 LB.) A. Shall be used for pressing the 3/8" (9.5mm) wire rope stamping templates into the thermoplastic to create the specified pattern in both the thermoplastic and asphalt substrate. The System manufacturer does not supply vibratory plate compactors. 3.9 INSTALLATION A. Manufacturer Certified Applicator Requirement: The System shall be supplied and applied only by an applicator certified by the System manufacturer. The applicator shall provide proof of current certification before commencing work. The Certified Applicator shall follow the System manufacturer's current published application procedures. B. Substrate Condition: The System must only be applied to a stable, high quality asphalt pavement substrate over a stable base that is free of defects, as per the manufacturer published Substrate Guide. The asphalt pavement surface shall be dry and free from all foreign matter, including but not limited to dirt, dust, de-icing materials, and chemical residue. C. Procedure: The System is applied to asphalt pavement using proprietary reciprocating infrared heating equipment. The material must be able to be applied at ambient and road temperatures down to 45°F (7°C) without any preheating of the pavement to a specific temperature. A two- part epoxy sealer specified by the manufacturer must be applied to the substrate prior to preformed thermoplastic application. Immediately following sealer application, the panels of aggregate reinforced preformed thermoplastic are positioned properly on the asphalt substrate with the aggregate side facing up. The preformed thermoplastic is then heated to the required melting temperature. Additional aggregate may be applied to the preformed thermoplastic surface as needed following the melting process. As the material is cooling, it is imprinted with a stamping template made from 3/8 in. (9.5 mm) flexible wire rope in the required design using a vibratory plate compactor. The preformed thermoplastic material is then allowed to cool thoroughly before being opened to vehicle or pedestrian traffic. (Consult the manufacturer's published application procedures for complete information.) D. The System shall not be applied to Portland Cement Concrete. 3.10 TECHNICAL SERVICES A. The successful bidder shall provide technical services as required. 3.11 PERFORMANCE A. Where applicable, the preformed thermoplastic pavement overlay material shall meet state specifications and be approved for use by the appropriate state agency. THE END SECTION 32 12 16 ASPHALT PAVING PART1- GENERAL 1.1 SUMMARY A. Section Includes: Asphalt Paving - 32 12 16 Page 1 of 25 1. Constructing a pavement layer composed of a compacted, dense -graded mixture of aggregate and asphalt binder for surface or base courses B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 3. Section 32 01 17 - Permanent Asphalt Paving Repair 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Asphalt Pavement a. Measurement 1) Measurement for this Item shall be by the square yard of completed and accepted asphalt pavement in its final position for various: a) Thicknesses b) Types b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per c. The price bid shall include: 1) Shaping and fine grading the placement area 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 2. H.M.A.C. Transition a. Measurement 1) Measurement for this Item shall be by the ton of composite Hot Mix Asphalt required for H.M.A.C. Transition. b. Payment CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 2 of 25 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Hot Mix Asphalt. c. The price bid shall include: 1) Shaping and fine grading the roadbed 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material Asphalt Base Course a. Measurement 1) Measurement for this Item shall be by the square yard of Asphalt Base Course completed and accepted in its final position for: a) Various thicknesses b) Various types b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of Asphalt Base Course. c. The price bid shall include: 1) Shaping and fine grading the roadbed 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 4. H.M.A.C. Pavement Level Up a. Measurement 1) Measurement for this Item shall be by the ton of H.M.A.C. completed and accepted in its final position. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement' will be paid for at the unit price bid per ton of H.M.A.C. c. The price bid shall include: 1) Shaping and fine grading the roadbed 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 3 of 25 8) Removal and/or sweeping excess material 5. H.M.A.C. Speed Cushion a. Measurement 1) Measurement for this Item shall be per each H.M.A.C. Speed Cushion installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each H.M.A.C. Speed Cushion installed and accepted in its final position. c. The price bid shall include: 1) Shaping and fine grading the roadbed 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 1.3 REFERENCES A. Abbreviations and Acronyms 1. RAP (reclaimed asphalt pavement) 2. SAC (surface aggregate classification) 3. BRSQC (Bituminous Rated Source Quality Catalog) 4. AQMP (Aggregate Quality Monitoring Program) 5. H.M.A.C. (Hot Mix Asphalt Concrete) 6. WMA (Warm Mix Asphalt) B. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. National Institute of Standards and Technology (MIST) a. Handbook 44 - 2007 Edition: Specifications, Tolerances, and Other Technical Requirements for Weighing and Measuring Devices 3. ASTM International (ASTM): a. ASTM D6084 - 06 Standard Test Method for Elastic Recovery of Bituminous Materials by Ductilometer 4. American Association of State Highway and Transportation Officials a. MP2 Standard Specification for Superpave Volumetric Mix Design b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt (HMA) c. T 201, Kinematic Viscosity of Asphalts (Bitumens) d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary Viscometer CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 4 of 25 e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR) Texas Department of Transportation a. Bituminous Rated Source Quality Catalog (BRSQC) b. TEX 100-E, Surveying and Sampling Soils for Highways c. Tex 106-E, Calculating the Plasticity Index of Soils d. Tex 107-E, Determining the Bar Linear Shrinkage of Soils e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates f. Tex 203-17, Sand Equivalent Test g. Tex-204-F, Design of Bituminous Mixtures h. Tex-207-F, Determining Density of Compacted Bituminous Mixtures i. Tex 217-F, Determining Deleterious Material and Decantation Test for Coarse Aggregates j. Tex-226-F, Indirect Tensile Strength Test k. Tex-227-17, Theoretical Maximum Specific Gravity of Bituminous Mixtures 1. Tex-243-17, Tack Coat Adhesion m. Tex-244-F, Thermal profile of Hot Mix Asphalt n. Tex 280-F, Determination of Flat and Elongated Particles o. Tex 406-A, Material Finer Than 75 µm (No. 200) Sieve in Mineral Aggregates (Decantation Test for Concrete Aggregates) p. Tex 408-A, Organic Impurities in Fine Aggregate for Concrete q. Tex 410-A, Abrasion of Coarse Aggregate using the Los Angeles Machine r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium s. Tex 460-A, Determining Crushed Face Particle Count t. Tex 461-A, Degradation of Coarse Aggregate by Micro-Deval Abrasion u. Sulfate v. Tex-530-C, Effect of Water on Bituminous Paving Mixtures w. Tex-540-C, Measurement of Polymer Separation on Heating in Modified Asphalt Systems x. Tex-541-C, Rolling Thin Film Oven Test for Asphalt Binders y. Tex-920-K, Verifying the Accuracy of Drum Mix Plant Belt Scales z. Tex-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Asphalt Paving Mix Design: Submit for approval. See 2.2.13.1. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 5 of 25 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 CONDITIONS A. Weather Conditions 1. Place mixture when the roadway surface temperature is equal to or higher than the temperatures listed in Table 1. Table 1 Minimum Pavement Surface Temperatures Minimum Pavement Surface Temperatures in Degrees Fahrenheit Originally Specified High Temperature Binder Grade Subsurface Layers or Night Paving Operations Surface Layers Placed in Daylight Operations PG64 or lower 45 50 PG 70 551 601 PG 76 or higher 601 601 'Contractors may pave at temperatures 10°F lower than the values shown in Table 1 when utilizing a paving process including WMA or equipment that eliminates thermal segregation. In such cases, the contractor must use either a hand held thermal camera or a hand held infrared thermometer operated in accordance with Tex-244-F to demonstrate to the satisfaction of the City that the uncompacted mat has no more than 10' F of thermal segregation. 2. Unless otherwise shown on the Drawings, place mixtures only when weather conditions and moisture conditions of the roadway surface are suitable in the opinion of the City. 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS A. General 1. Furnish uncontaminated materials of uniform quality that meet the requirements of the Drawings and specifications. 2. Notify the City of all material sources. 3. Notify the City before changing any material source or formulation. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 6 of 25 4. When the Contractor makes a source or formulation change, the City will verify that the requirements of this specification are met and may require a new laboratory mixture design, trial batch, or both. 5. The City may sample and test project materials at any time during the project to verify compliance. 6. The depth of the compacted lift should be at least 2 times the nominal maximum aggregate size. B. Aggregate 1. General a. Furnish aggregates from sources that conform to the requirements shown in Table 1, and as specified in this Section, unless otherwise shown on the Drawings. b. Provide aggregate stockpiles that meet the definition in this Section for either coarse aggregate or fine aggregate. c. When reclaimed asphalt pavement (RAP) is allowed by Drawing note, provide RAP stockpiles in accordance with this Section. d. Aggregate from RAP is not required to meet Table 2 requirements unless otherwise shown on the Drawings. e. Supply mechanically crushed gravel or stone aggregates that meet the definitions in Tex 100 E. f. Samples must be from materials produced for the project. g. The City will establish the surface aggregate classification (SAC) and perform Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests. h. Perform all other aggregate quality tests listed in Table 2. i. Document all test results on the mixture design report. j. The City may perform tests on independent or split samples to verify Contractor test results. k. Stockpile aggregates for each source and type separately and designate for the City. 1. Determine aggregate gradations for mixture design and production testing based on the washed sieve analysis given in Tex 200 F, Part Il. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 7 of 25 Table 2 Aggregate Quality Requirements Property Test Method Requirement Coarse Aggregate SAC AQMP As shown on Drawings Deleterious material, percent, max Tex-217-F, Part I 1.5 Decantation, percent, max Tex-217-F, Part 11 1.5 Micro-Deval abrasion, percent, max Tex-461-A Note 1 Los Angeles abrasion, percent, max Tex-410-A 40 Magnesium sulfate soundness, 5 cycles, percent, max Tex-411-A 302 Coarse aggregate angularity, 2 crushed faces, percent, min Tex 460-A, Part I 3 85 Flat and elongated particles 5: 1, percent, max I Tex-280-F 10 Fine Aggregate Linear shrinkage, percent, max I Tex-107-E 3 Combined Aggregate Sandequivalent, percent, min I Tex-203-F 45 1. Not used for acceptance purposes. Used by the City as an indicator of the need for further investigation. 2. Unless otherwise shown on the Drawings. 3. Unless otherwise shown on the Drawings. Only applies to crushed gravel. m. Coarse Aggregate 1) Coarse aggregate stockpiles must have no more than 20 percent material passing the No. 8 sieve. 2) Maximum aggregate size should not be over half of the proposed lift depth to prevent particle on particle contact issues. 3) Provide aggregates from sources listed in the BRSQC. 4) Provide aggregate from unlisted sources only when tested by the City and/or approved before use. 5) Allow 30 calendar days for the City to sample, test, and report results for unlisted sources. 6) Class B aggregate meeting all other requirements in Table 2 may be blended with a Class A aggregate in order to meet requirements for Class A materials. 7) When blending Class A and B aggregates to meet a Class A requirement, ensure that at least 50 percent by weight of the material retained on the No. 4 sieve comes from the Class A aggregate source. 8) Blend by volume if the bulk specific gravities of the Class A and B aggregates differ by more than 0.300. 9) When blending, do not use Class C or D aggregates. 10) For blending purposes, coarse aggregate from RAP will be considered as Class B aggregate. 11) Provide coarse aggregate with at least the minimum SAC shown on the Drawings. 12) SAC requirements apply only to aggregates used on the surface of travel lanes, unless otherwise shown on the Drawings. n. RAP is salvaged, milled, pulverized, broken, or crushed asphalt pavement. 1) No RAP permitted for TYPE D H.M.A.C. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 8 of 25 2) Use no more than 20 percent RAP on TYPE B H.M.A.C. unless otherwise shown on the Drawings. 3) Crush or break RAP so that 100 percent of the particles pass the 2 inch sieve. 4) RAP from either Contractor or City, including RAP generated during the project, is permitted only when shown on the Drawings. 5) City -owned RAP, if allowed for use, will be available at the location shown on the Drawings. 6) When RAP is used, determine asphalt content and gradation for mixture design purposes. 7) Perform other tests on RAP when shown on the Drawings. 8) When RAP is allowed by plan note, use no more than 30 percent RAP in Type A or B mixtures unless otherwise shown on the Drawings. 9) Do not use RAP contaminated with dirt or other objectionable materials. 10) Do not use the RAP if the decantation value exceeds 5 percent and the plasticity index is greater than 8. 11) Test the stockpiled RAP for decantation in accordance with the laboratory method given in Tex-406-A, Part I. 12) Determine the plasticity index using Tex- 106-E if the decantation value exceeds 5 percent. 13) The decantation and plasticity index requirements do not apply to RAP samples with asphalt removed by extraction. 14) Do not intermingle Contractor -owned RAP stockpiles with City -owned RAP stockpiles. 15) Remove unused Contractor -owned RAP material from the project site upon completion of the project. 16) Return unused City -owned RAP to the designated stockpile location. Fine Aggregate 1) Fine aggregates consist of manufactured sands, screenings, and field sands. 2) Fine aggregate stockpiles must meet the gradation requirements in Table 3. 3) Supply fine aggregates that are free from organic impurities. 4) The City may test the fine aggregate in accordance with Tex-408-A to verify the material is free from organic impurities. 5) At most 15 percent of the total aggregate may be field sand or other uncrushed fine aggregate. 6) With the exception of field sand, use fine aggregate from coarse aggregate sources that meet the requirements shown in Table 2, unless otherwise approved. 7) If 10 percent or more of the stockpile is retained on the No. 4 sieve, test the stockpile and verify that it meets the requirements in Table 1 for coarse aggregate angularity (Tex-460-A) and flat and elongated particles (Tex-280-F). CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 9 of 25 Table 3 Gradation Requirements for Fine Aggregate Sieve Size percent Passing by Weight or Volume 3/8" 100 #8 70-100 #200 0-30 2. Mineral Filler a. Mineral filler consists of finely divided mineral matter such as agricultural lime, crusher fines, hydrated lime, cement, or fly ash. b. Mineral filler is allowed unless otherwise shown on the Drawings. c. Do not use more than 2 percent hydrated lime or cement, unless otherwise shown on the Drawings. The Drawings may require or disallow specific mineral fillers. When used, provide mineral filler that: 1) Is sufficiently dry, free -flowing, and free from clumps and foreign matter; 2) Does not exceed 3 percent linear shrinkage when tested in accordance with Tex- 107-E; and meets the gradation requirements in Table 4. Table 4 Gradation Requirements for Mineral Filler Sieve Size percent Passing by Weight or Volume #8 100 #200 55-100 3. Baghouse Fines a. Fines collected by the baghouse or other dust -collecting equipment may be reintroduced into the mixing drum 4. Asphalt Binder a. Furnish the type and grade of performance -graded (PG) asphalt binder specified as follows: 1) Performance -Graded Binders (PG Binders) a) Must be smooth and homogeneous b) Show no separation when tested in accordance with Tex-540-C c) Meet Table 5 requirements CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 N i ° n N oc O 00 N n N a M , n M O oc oc O N V y n M �o CC 6 00 , oc N o U r a N (V n N tn YS 4° w w M 1 n M *0 Gtr) O N n N M It a cV V n N �i I 00 xi O F" a a M i n M O W 0 u 00 00 wl 00 kr) 00 n N a V N � N U ° o o O 0 cu v �, cu �r U as N cC cC W y ° p oo LJ Q. vi O vi N M Li CC v N v V X LM E' a306 Q Vi CC N H U M y O 11 itCL Vi if Q O v u Y ti M 00 N 00 00 N u► N �--� Q/ ac N 00 N 0c i N i CA i � DC N � ^O C� N N 00 00 v/ 00 G> O W A a a 00 N , oo W N o0 00 W LJ a N N i k N N i N -� i Z i 00 N 00 00 i F4 N i i a N ^� r` 0 O O 0 oCj M � � � � M � �' � i�r [� i�i • 7�i n F4 V 4. lm. H V W H d (D a Q U A U O b0 0 y _ Q O Y bOA c7 71 y �p p p y o. 0 O a� o � �° •fro �� °3 46 C O m q O 72 � •d O bq 'i .d' O 7 Or > 'y Q 0 f 00 aQi 1 z Q o o A -o o 0 0 .s ' U � a X 0 o y 3 Ysv w R d O 'o D y O ro y O O cO G. C M bA c x o w 0 00 'o ° o ro N y o' m N H N O 4'. to or. O m7 2, Asphalt Paving - 32 12 16 Page 12 of 25 b. Separation testing is not required if: 1) A modifier is introduced separately at the mix plant either by injection in the asphalt line or mixer, 2) The binder is blended on site in continuously agitated tanks, or binder acceptance is based on field samples taken from an in -line sampling port at the hot mix plant after the addition of modifiers. 5. Tack Coat a. Unless otherwise shown on the Drawings or approved, furnish CSS-lH, SS-lH, or a PG binder with a minimum high -temperature grade of PG 58 for tack coat binder in accordance with Section 2.2.A.5. 6. Additives a. General 1) When shown on the Drawings, use the type and rate of additive specified. 2) Other additives that facilitate mixing or improve the quality of the mixture may be allowed when approved. b. Liquid Antistripping Agent 1) Furnish and incorporate all required asphalt antistripping agents in asphalt concrete paving mixtures and asphalt -stabilized base mixtures to meet moisture resistance testing requirements. 2) Provide a liquid antistripping agent that is uniform and shows no evidence of crystallization, settling, or separation. 3) Ensure that all liquid antistripping agents arrive in: a) Properly labeled and unopened containers, as shipped from the manufacturer, or b) Sealed tank trucks with an invoice to show contents and quantities c) Provide product information to the City including: (1) Material safety data sheet (2) Specific gravity of the agent at the manufacturer's recommended addition temperature, (3) Manufacturer's recommended dosage range, and (4) Handling and storage instructions 4) Addition of lime or a liquid antistripping agent at the Mix Plant, incorporate into the binder as follows: a) Handle in accordance with the manufacturer's recommendations. b) Add at the manufacturer's recommended addition temperature. c) Add into the asphalt line by means of an in -line -metering device. c. Liquid Asphalt Additive Meters 1) Provide a means to check the accuracy of meter output for asphalt primer, fluxing material, and liquid additives. 2) Furnish a meter that reads in increments of 0.1 gal. or less. 3) Verify accuracy of the meter in accordance with Tex-923-K. 4) Ensure the accuracy of the meter within 5.0 percent. 7. Mixes a. Design Requirements 1) Unless otherwise shown on the Drawings, use the typical weight design example given in Tex-204-F, Part I, to design a mixture meeting the requirements listed in Tables 2 through 8. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 13 of 25 2) Furnish the City with representative samples of all materials used in the mixture design. 3) The City will verify the mixture design. 4) If the design cannot be verified by the City, furnish another mixture design. Table 6 Master Gradation Bands ( percent Passing by Weight or Volume) and Volumetric Properties Sieve Size B Fine Base C Coarse Surface D Fine Surface 1-1/2" — — — 1" 98.0-100.0 — — 3/4" 84.0-98.0 95.0-100.0 — 1/2" — — 98.0-100.0 3/8" 60.0-80.0 70.0-85.0 85.0-100.0 #4 40.0-60.0 43.0-63.0 50.0-70.0 #8 29.0-43.0 32.0-44.0 35.0-46.0 #30 13.0-28.0 14.0-28.0 15.0-29.0 #50 6.0-20.0 7.0-21.0 7.0-20.0 #200 2.0-7.0 2.0-7.0 2.0-7.0 Design VMA1, percent Minimum — 13.0 1 14.0 15.0 Plant -Produced VMA, percent Minimum — 12.0 1 13.0 14.0 1. Voids in Mineral Aggregates. Table 7 Laboratory Mixture Design Properties Property Test Requirement Method Target laboratory -molded density, percent Tex-207-F 96.01 Tensile strength (dry), psi (molded to 93 2 85-200 percent fl percent density)Tex-226-F Boil testa I Tex-530-C — 1. Unless otherwise shown on the Drawings. 2. May exceed 200 psi when approved and may be waived when approved. 3. Used to establish baseline for comparison to production results. May be waived when approved. Warm Mix Asphalt (WMA) a. WMA is defined as additives or processes that allow a reduction in the temperature at which asphalt mixtures are produced and placed. b. WMA is allowed for use at the Contractor's option unless otherwise shown on the Drawings. c. Produce an asphalt mixture within the temperature range of 215 degrees F and 275 degrees F. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 14 of 25 d. When WMA is not required by Drawings, produce an asphalt mixture within the temperature range of 215 degrees F and 275 degrees F. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. Hauling Operations 1. Before use, clean all truck beds to ensure mixture is not contaminated. 2. When a release agent is necessary to coat truck beds, use a release agent approved by the City. 3. Petroleum based products, such as diesel fuel, should not be used. 4. If wind, rain, temperature or haul distance impacts cooling, insulate truck beds or cover the truck bed with tarpaulin. 5. If haul time in project is to be greater than 30 minutes, insulate truck beds or cover the truck bed with tarpaulin. 3.4 INSTALLATION A. Equipment 1. General a. Provide required or necessary equipment to produce, haul, place, compact, and core asphalt concrete pavement. b. Ensure weighing and measuring equipment complies with specification. c. Synchronize equipment to produce a mixture meeting the required proportions. 2. Production Equipment a. Provide: 1) Drum -mix type, weigh -batch, or modified weigh -batch mixing plants that ensure a uniform, continuous production 2) Automatic proportioning and measuring devices with interlock cut-off circuits that stop operations if the control system malfunctions 3) Visible readouts indicating the weight or volume of asphalt and aggregate proportions 4) Safe and accurate means to take required samples by inspection forces 5) Permanent means to check the output of metering devices and to perform calibration and weight checks 6) Additive -feed systems to ensure a uniform, continuous material flow in the desired proportion 3. Weighing and Measuring Equipment a. General 1) Provide weighing and measuring equipment for materials measured or proportioned by weight or volume. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 15 of 25 2) Provide certified scales, scale installations, and measuring equipment meeting the requirements of NIST Handbook 44, except that the required accuracy must be 0.4 percent of the material being weighed or measured. 3) Furnish leak -free weighing containers large enough to hold a complete batch of the material being measured. b. Truck Scales 1) Furnish platform truck scales capable of weighing the entire truck or truck trailer combination in a single draft. c. Aggregate Batching Scales 1) Equip scales used for weighing aggregate with a quick adjustment at zero that provides for any change in tare. 2) Provide a visual means that indicates the required weight for each aggregate. d. Suspended Hopper 1) Provide a means for the addition or the removal of small amounts of material to adjust the quantity to the exact weight per batch. 2) Ensure the scale equipment is level. e. Belt Scales 1) Use belt scales for proportioning aggregate that are accurate to within 1.0 percent based on the average of 3 test runs, where no individual test run exceeds 2.0 percent when checked in accordance with Tex-920-K. f. Asphalt Material Meter 1) Provide an asphalt material meter with an automatic digital display of the volume or weight of asphalt material. 2) Verify the accuracy of the meter in accordance with Tex-921-K. 3) When using the asphalt meter for payment purposes, ensure the accuracy of the meter is within 0.4 percent. 4) When used to measure component materials only and not for payment, ensure the accuracy of the meter is within 1.0 percent. g. Liquid Asphalt Additive Meters 1) Provide a means to check the accuracy of meter output for asphalt primer, fluxing material, and liquid additives. 2) Furnish a meter that reads in increments of 0.1 gallon or less. 3) Verify accuracy of the meter in accordance with Tex-923-K. 4) Ensure the accuracy of the meter within 5.0 percent. 4. Drum -Mix Plants. Provide a mixing plant that complies with the requirements below. a. Aggregate Feed System 1) Provide: a) A minimum of 1 cold aggregate bin for each stockpile of individual materials used to produce the mix b) Bins designed to prevent overflow of material c) Scalping screens or other approved methods to remove any oversized material, roots, or other objectionable materials d) A feed system to ensure a uniform, continuous material flow in the desired proportion to the dryer e) An integrated means for moisture compensation f) Belt scales, weigh box, or other approved devices to measure the weight of the combined aggregate CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 16 of 25 g) Cold aggregate bin flow indicators that automatically signal interrupted material flow b. Reclaimed Asphalt Pavement (RAP) Feed System 1) Provide a separate system to weigh and feed RAP into the hot mix plant. c. Mineral Filler Feed System 1) Provide a closed system for mineral filler that maintains a constant supply with minimal loss of material through the exhaust system. 2) Interlock the measuring device into the automatic plant controls to automatically adjust the supply of mineral filler to plant production and provide a consistent percentage to the mixture. d. Heating, Drying, and Mixing Systems 1) Provide: a) A dryer or mixing system to agitate the aggregate during heating b) A heating system that controls the temperature during production to prevent aggregate and asphalt binder damage c) A heating system that completely burns fuel and leaves no residue d) A recording thermometer that continuously measures and records the mixture discharge temperature e) Dust collection system to collect excess dust escaping from the drum. e. Asphalt Binder Equipment 1) Supply equipment to heat binder to the required temperature. 2) Equip the heating apparatus with a continuously recording thermometer located at the highest temperature point. 3) Produce a 24 hour chart of the recorded temperature. 4) Place a device with automatic temperature compensation that accurately meters the binder in the line leading to the mixer. 5) Furnish a sampling port on the line between the storage tank and mixer. Supply an additional sampling port between any additive blending device and mixer. f. Mixture Storage and Discharge 1) Provide a surge -storage system to minimize interruptions during operations unless otherwise approved. 2) Furnish a gob hopper or other device to minimize segregation in the bin. 3) Provide an automated system that weighs the mixture upon discharge and produces a ticket showing: a) Date b) Project identification number c) Plant identification d) Mix identification e) Vehicle identification f) Total weight of the load g) Tare weight of the vehicle h) Weight of mixture in each load i) Load number or sequential ticket number for the day g. Truck Scales 1) Provide standard platform scales at an approved location. 5. Weigh -Batch Plants. Provide a mixing plant that complies with Section 2.2.13.4 "Drum -Mix Plants," except as required below: a. Screening and Proportioning CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 17 of 25 1) Provide enough hot bins to separate the aggregate and to control proportioning of the mixture type specified. a) Supply bins that discard excessive and oversized material through overflow chutes. b) Provide safe access for inspectors to obtain samples from the hot bins. b. Aggregate Weigh Box and Batching Scales 1) Provide a weigh box and batching scales to hold and weigh a complete batch of aggregate. 2) Provide an automatic proportioning system with low bin indicators that automatically stop when material level in any bin is not sufficient to complete the batch. c. Asphalt Binder Measuring System 1) Provide bucket and scales of sufficient capacity to hold and weigh binder for 1 batch. d. Mixer 1) Equipment mixers with an adjustable automatic timer that controls the dry and wet mixing period and locks the discharge doors for the required mixing period 2) Furnish a pug mill with a mixing chamber large enough to prevent spillage. 6. Modified Weigh -Batch Plants. Provide a mixing plant that complies with Section 2.2.B.5. "Weigh -Batch Plants," except as specifically described below. a. Aggregate Feeds 1) Aggregate control is required at the cold feeds. Hot bin screens are not required. b. Surge Bins 1) Provide 1 or more bins large enough to produce 1 complete batch of mixture. c. Hauling Equipment 1) Provide trucks with enclosed sides to prevent asphalt mixture loss. 2) Cover each load of mixture with waterproof tarpaulins. 3) Before use, clean all truck beds to ensure the mixture is not contaminated. 4) When necessary, coat the inside truck beds with an approved release agent from the City. d. Placement and Compaction Equipment 1) Provide equipment that does not damage underlying pavement. 2) Comply with laws and regulations concerning overweight vehicles. 3) When permitted, other equipment that will consistently produce satisfactory results may be used. Asphalt Paver a. General 1) Furnish a paver that will produce a finished surface that meets longitudinal and transverse profile, typical section, and placement requirements. 2) Ensure the paver does not support the weight of any portion of hauling equipment other than the connection. 3) Provide loading equipment that does not transmit vibrations or other motions to the paver that adversely affect the finished pavement quality. 4) Equip the paver with an automatic, dual, longitudinal -grade control system and an automatic, transverse -grade control system. b. Tractor Unit CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 18 of 25 1) Supply a tractor unit that can push or propel vehicles, dumping directly into the finishing machine to obtain the desired lines and grades to eliminate any hand finishing. 2) Equip the unit with a hitch sufficient to maintain contact between the hauling equipment's rear wheels and the finishing machine's pusher rollers while mixture is unloaded. c. Screed 1) Provide a heated compacting screed that will produce a finished surface that meets longitudinal and transverse profile, typical section, and placement requirements. 2) Screed extensions must provide the same compacting action and heating as the main unit unless otherwise approved. d. Grade Reference 1) Provide a grade reference with enough support that the maximum deflection does not exceed l/16 inch between supports. 2) Ensure that the longitudinal controls can operate from any longitudinal grade reference including a string line, ski, mobile string line, or matching shoes. 3) Furnish paver skis or mobile string line at least 40 feet long unless otherwise approved. 8. Material Transfer Devices a. Provide the specified type of device when shown on the Drawings. b. Ensure the devices provide a continuous, uniform mixture flow to the asphalt paver. c. When used, provide windrow pick-up equipment constructed to pick up substantially all roadway mixture placed in the windrow. 9. Remixing Equipment a. When required, provide equipment that includes a pug mill, variable pitch augers, or variable diameter augers operating under a storage unit with a minimum capacity of 8 tons. 10. Motor Grader a. When allowed, provide a self-propelled grader with a blade length of at least 12 feet and a wheelbase of at least 16 feet. 11. Handheld Infrared Thermometer a. Provide a handheld infrared thermometer meeting the requirements of Tex-244-F. 12. Rollers a. The Contractor may use any type of roller to meet the production rates and quality requirements of the Contract unless otherwise shown on the Drawings or directed. b. When specific types of equipment are required, use equipment that meets the specified requirements. c. Alternate Equipment 1) Instead of the specified equipment, the Contractor may, as approved, operate other compaction equipment that produces equivalent results. 2) Discontinue the use of the alternate equipment and furnish the specified equipment if the desired results are not achieved. d. City may require Contractor to substitute equipment if production rate and quality requirements of the Contract are not met. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 19 of 25 13. Straightedges and Templates. Furnish 10 foot straightedges and other templates as required or approved. 14. Distributor vehicles a. Furnish vehicle that can achieve a uniform tack coat placement. b. The nozzle patterns, spray bar height and distribution pressure must work together to produce uniform application. c. The vehicle should be set to provide a "double lap" or "triple lap" coverage. d. Nozzle spray patterns should be identical to one another along the distributor spray bar. e. Spray bar height should remain constant. f. Pressure within the distributor must be capable of forcing the tack coat material out of spray nozzles at a constant rate. 15. Coring Equipment a. When coring is required, provide equipment suitable to obtain a pavement specimen meeting the dimensions for testing. B. Construction 1. Design, produce, store, transport, place, and compact the specified paving mixture in accordance with the requirements of this Section. 2. Unless otherwise shown on the Drawings, provide the mix design. 3. The City will perform quality assurance (QA) testing. 4. Provide quality control (QC) testing as needed to meet the requirements of this Section. C. Production Operations 1. General a. The City may suspend production for noncompliance with this Section. b. Take corrective action and obtain approval to proceed after any production suspension for noncompliance. 2. Operational Tolerances a. Stop production if testing indicates tolerances are exceeded on any of the following: 1) 3 consecutive tests on any individual sieve 2) 4 consecutive tests on any of the sieves 3) 2 consecutive tests on asphalt content b. Begin production only when test results or other information indicate, to the satisfaction of the City, that the next mixture produced will be within Table 9 tolerances. 3. Storage and Heating of Materials a. Do not heat the asphalt binder above the temperatures specified in Section 2.2.A. or outside the manufacturer's recommended values. b. On a daily basis, provide the City with the records of asphalt binder and hot - mix asphalt discharge temperatures in accordance with Table 10. c. Unless otherwise approved, do not store mixture for a period long enough to affect the quality of the mixture, nor in any case longer than 12 hours. 4. Mixing and Discharge of Materials a. Notify the City of the target discharge temperature and produce the mixture within 25 degrees F of the target. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 20 of 25 b. Monitor the temperature of the material in the truck before shipping to ensure that it does not exceed 350 degrees F. The City will not pay for or allow placement of any mixture produced at more than 350 degrees F. c. Control the mixing time and temperature so that substantially all moisture is removed from the mixture before discharging from the plant. D. Placement Operations 1. Place the mixture to meet the typical section requirements and produce a smooth, finished surface or base course with a uniform appearance and texture. 2. Offset longitudinal joints of successive courses of hot mix by at least 6 inches. 3. Place mixture so longitudinal joints on the surface course coincide with lane lines, or as directed. Ensure that all finished surfaces will drain properly. 4. When End Dump Trucks are used, ensure the bed does not contact the paver when raised. 5. Placement can be performed by hand in situations where the paver cannot place it adequately due to space restrictions. 6. Hand -placing should be minimized to prevent aggregate segregation and surface texture issues. 7. All hand placement shall be checked with a straightedge or template before rolling to ensure uniformity. 8. Place mixture within the compacted lift thickness shown in Table 9, unless otherwise shown on the Drawings or otherwise directed. Table 9 Compacted Lift Thickness and Required Core Height Mixture Type Compacted Lift Thickness Minimum in. Maximum in. B 2.00 3.00 C 2.00 2.50 D 1.50 2.00 9. Tack Coat a. Clean the surface before placing the tack coat. Unless otherwise approved, apply tack coat uniformly at the rate directed by the City. b. The City will set the rate between 0.04 and 0.10 gallons of residual asphalt per square yard of surface area. c. Apply a thin, uniform tack coat to all contact surfaces of curbs, structures, and all joints. d. Prevent splattering of tack coat when placed adjacent to curb, gutter, metal beam guard fence and structures. e. Roll the tack coat with a pneumatic -tire roller when directed. f. The City may use Tex-243-F to verify that the tack coat has adequate adhesive properties. g. The City may suspend paving operations until there is adequate adhesion. h. The tack coat should be placed with enough time to break or set before applying hot mix asphalt layers. i. Traffic should not be allowed on tack coats. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 21 of 25 j. When a tacked road surface must be opened to traffic, they should be covered with sand to provide friction and prevent pick-up. k. A typical rate for applying a sand cover is 4 to 8 lbs/square yard. 10. General placement requirements a. Material should be delivered to maintain a relatively constant head of material in front of the screed. b. The hopper should never be allowed to empty during paving. c. Dumping wings between trucks not allowed. Dispose of at end of days production. E. Lay -Down Operation 1. Minimum Mixture Placement Temperatures. Use Table 10 for minimum mixture placement temperatures. 2. Windrow Operations. When hot mix is placed in windrows, operate windrow pickup equipment so that substantially all the mixture deposited on the roadbed is picked up and loaded into the paver. Table 10 Suggested Minimum Mixture Placement Temperature Minimum Placement High -Temperature Temperature Binder Grade Before Entering Paver PG 64 or lower 260OF PG 70 1 270OF PG 76 280OF PG 82 or higher 290OF F. Compaction 1. Use air void control unless ordinary compaction control is specified on the Drawings. 2. Avoid displacement of the mixture. If displacement occurs, correct to the satisfaction of the City. 3. Ensure pavement is fully compacted before allowing rollers to stand on the pavement. 4. Unless otherwise directed, use only water or an approved release agent on rollers, tamps, and other compaction equipment. 5. Keep diesel, gasoline, oil, grease, and other foreign matter off the mixture. 6. Unless otherwise directed, operate vibratory rollers in static mode when not compacting, when changing directions, or when the plan depth of the pavement mat is less than 1-1/2 inches. 7. Use tamps to thoroughly compact the edges of the pavement along curbs, headers, and similar structures and in locations that will not allow thorough compaction with the rollers. 8. The City may require rolling with a trench roller on widened areas, in trenches, and in other limited areas. 9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to traffic unless otherwise directed. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 22 of 25 10. When directed, sprinkle the finished mat with water or limewater to expedite opening the roadway to traffic. 11. Air Void Control a. General 1) Compact dense -graded hot -mix asphalt to contain from 5 percent to 9 percent in -place air voids. 2) Do not increase the asphalt content of the mixture to reduce pavement air voids. b. Rollers 1) Furnish the type, size, and number of rollers required for compaction, as approved. 2) Use a pneumatic -tire roller to seal the surface, unless otherwise shown on the Drawings. 3) Use additional rollers as required to remove any roller marks. c. Air Void Determination 1) Unless otherwise shown on the Drawings, obtain 2 roadway specimens at each location selected by the City for in -place air void determination. 2) The City will measure air voids in accordance with Tex-207-F and Tex-227-F. 3) Before drying to a constant weight, cores may be predried using a Corelok or similar vacuum device to remove excess moisture. 4) The City will use the average air void content of the 2 cores to calculate the in -place air voids at the selected location. d. Air Voids Out of Range 1) If the in -place air void content in the compacted mixture is below 5 percent or greater than 9 percent, change the production and placement operations to bring the in -place air void content within requirements. e. Test Section 1) Construct a test section of 1 lane -width and at most 0.2 miles in length to demonstrate that compaction to between 5 percent and 9 percent in -place air voids can be obtained. 2) Continue this procedure until a test section with 5 percent to 9 percent in - place air voids can be produced. 3) The City will allow only 2 test sections per day. 4) When a test section producing satisfactory in -place air void content is placed, resume full production. 12. Ordinary Compaction Control a. Furnish the type, size, and number of rollers required for compaction, as approved. Furnish at least 1 medium pneumatic -tire roller (minimum 12-ton weight). b. Use the control strip method given in Tex-207-F, Part IV, to establish rolling patterns that achieve maximum compaction. c. Follow the selected rolling pattern unless changes that affect compaction occur in the mixture or placement conditions. d. When such changes occur, establish a new rolling pattern. e. Compact the pavement to meet the requirements of the Drawings and specifications. f. When rolling with the 3-wheel, tandem or vibratory rollers, start by first rolling the joint with the adjacent pavement and then continue by rolling longitudinally at the sides. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 23 of 25 g. Proceed toward the center of the pavement, overlapping on successive trips by at least 1 ft., unless otherwise directed. h. Make alternate trips of the roller slightly different in length. i. On superelevated curves, begin rolling at the low side and progress toward the high side unless otherwise directed. G. Irregularities 1. Identify and correct irregularities including, but not limited to segregation, rutting, raveling, flushing, fat spots, mat slippage, irregular color, irregular texture, roller marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggregate particles. 2. The City may also identify irregularities, and in such cases, the City shall promptly notify the Contractor. 3. If the City determines that the irregularity will adversely affect pavement performance, the City may require the Contractor to remove and replace (at the Contractor's expense) areas of the pavement that contain the irregularities and areas where the mixture does not bond to the existing pavement. 4. If irregularities are detected, the City may require the Contractor to immediately suspend operations or may allow the Contractor to continue operations for no more than 1 day while the Contractor is taking appropriate corrective action. 5. The City may suspend production or placement operations until the problem is corrected. 6. At the expense of the Contractor and to the satisfaction of the City, remove and replace any mixture that does not bond to the existing pavement or that has other surface irregularities identified above. 3.5 REPAIR A. See Section 32 01 17. 3.6 QUALITY CONTROL A. Production Testing 1. Perform production tests to verify asphalt paving meets the performance standard required in the Drawings and specifications. 2. City to measure density of asphalt paving with nuclear gauge. 3. City to core asphalt paving from the normal thickness of section once acceptable density achieved. City identifies location of cores. a. Minimum core diameter: 4 inches b. Minimum spacing: 200 feet c. Minimum of 1 core every block d. Alternate lanes between core 4. City to use cores to determine pavement thickness and calculate theoretical density. a. City to perform theoretical density test a minimum of 1 per day per street. B. Density Test 1. The average measured density of asphalt paving must meet specified density. 2. Average of measurements per street not meeting the minimum specified strength shall be subject to the money penalties or removal and replacement at the Contractor's expense as show in Table 11. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 24 of 25 Table 11 Density Payment Schedule Percent Rice Percent of Contract Price Allowed 89 and lower remove and replace at the entire cost and expense of Contractor as directed by City. 90 75- ercent 91-93 100- ercent 94 90- ercent 95 75- ercent Over 95 remove and replace at the entire cost and expense of Contractor as directed by City. 3. The amount of penalty shall be deducted from payment due to Contractor. 4. These requirements are in addition to the requirements of Article 1.2. C. Pavement Thickness Test 1. City measure each core thickness by averaging at least 3 measurements. 2. The number of tests and location shall be at the discretion of the City, unless otherwise specified in the special provisions or on the Drawings. 3. In the event a deficiency in the thickness of pavement is revealed during production testing, subsequent tests necessary to isolate the deficiency shall be at the Contractor's expense. 4. The cost for additional coring test shall be at the same rate charged by commercial laboratories. 5. Where the average thickness of pavement in the area found to be deficient, payment shall be made at an adjusted price as specified in Table 12. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Asphalt Paving - 32 12 16 Page 25 of 25 Table 12 Thickness Deficiencv Penalties Deficiency in Thickness Proportional Part Determined by Cores Of Contract Price Greater Than 0 percent - Not More than 10 percent 90 percent Greater Than 10 percent - Not More than 15 percent 80 percent remove and replace at Greater Than 15 percent the entire cost and expense of Contractor as directed by City. 6. If, in the judgment of the City, the area of such deficiency warrants removal, the area shall be removed and replaced, at the Contractor's entire expense, with asphalt paving of the thickness shown on the Drawings. 7. No additional payment over the contract unit price shall be made for any pavement of a thickness exceeding that required by the Drawings. 3.7 FIELD 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 12/20/2012 D. Johnson 1.2.A — Modified items to be included in price bid CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Concrete Trail 32 13 20 Page 1 of 8 SECTION 32 13 20 [fill ►[a.4so0 a 17:1110 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. 5-Inch Depth Reinforced Concrete Trail B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 3. Section 02 41 13 - Selective Site Demolition 4. Section 32 13 73 - Concrete Paving Joint Sealants 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Concrete Sidewalk a. Measurement 1) Measurement for this Item shall be by the square foot of completed and accepted Concrete Sidewalk in its final position for various: a) Thicknesses b) Types c) Includes joint sealant in Section 32 13 73 Concrete Trail. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square foot of Concrete Sidewalk. c. The price bid shall include: 1) Excavating and preparing the subgrade 2) Furnishing and placing all materials including reinforcement 3) Includes joint sealant in Section 32 13 73 Concrete Trail. 1.3 RELATED WORK A. The following sections contain related work: 1. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. 2. Section 3123 16 — Unclassified Excavation. 1.4 REFERENCES A. Abbreviations and Acronyms 1. TAS — Texas Accessibility Standards 2. TDLR — Texas Department of Licensing and Regulation B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised June 5, 2018 Concrete Trail 32 13 20 Page 2 of 8 Specification, unless a date is specifically cited. 2. American Society for Testing and Materials (ASTM) a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete Construction (Non -extruding and Resilient Types) b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3) c. A615/A615M, Deformed and Plain Billet -Steel Bars for Concrete Reinforcement d. C31, Standard Practice for Making and Curing Concrete Test Specimens in the Field e. C33, Concrete Aggregates f. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens g. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete h. C94/C94M, Standard Specifications for Ready -Mixed Concrete i. C 150, Portland Cement j. C156, Water Retention by Concrete Curing Materials k. C 172, Standard Practice for Sampling Freshly Mixed Concrete 1. C260, Air Entraining Admixtures for Concrete in. C309, Liquid Membrane -Forming Compounds for Curing Concrete, Type 2 n. C494, Chemical Admixtures for Concrete, Types "A", "D", "F" and "G" o. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral Admixture in Concrete p. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for Concrete q. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic - Cement Concrete r. C 1602, Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete. s. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3) American Concrete Institute (ACI): a. ACI 305.1-06 Specification for Hot Weather Concreting b. ACI 306.1-90, Standard Specification for Cold Weather Concreting c. ACI 318 1.5 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.6 SUBMITTALS A. Mix Design Concrete Mix Design and Control a. At least 10 calendar days prior to the start of concrete paving operations, the Contractor shall submit a design of the concrete mix it proposes to use and a full description of the source of supply of each material component. b. The design of the concrete mix shall produce a quality concrete complying with these specifications and shall include the following information: 1) Design Requirements and Design Summary 2) Material source 3) Dry weight of cement/cubic yard and type 4) Dry weight of fly ash/cubic yard and type, if used CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised June 5, 2018 Concrete Trail 32 13 20 Page 3 of 8 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard 6) Design water/cubic yard 7) Quantities, type, and name of admixtures with manufacturer's data sheets 8) Current strength tests or strength tests in accordance with ACI 318 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates and date of tests 10) Fineness modulus of fine aggregate 11) Specific Gravity and Absorption Values of fine and coarse aggregates 12) L.A. Abrasion of coarse aggregates c. Once mix design approved by City, maintain intent of mix design and maximum water to cement ratio. d. No concrete may be placed on the job site until the mix design has been approved by the City. 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 CONDITIONS A. Weather Conditions 1. Place concrete when concrete temperature is between 40 and 100 degrees when measured in accordance with ASTM C 1064 at point of placement. 2. Hot Weather Concreting a. Take immediate corrective action or cease paving when the ambient temperature exceeds 95 degrees. b. Concrete paving operations shall be approved by the City when the concrete temperature exceeds 100 degrees. See Standard Specification for Hot Weather Concreting (ACI 305.1-06). 3. Cold Weather Concreting a. Do not place when ambient temp in shade is below 40 degrees and falling. Concrete may be placed when ambient temp is above 35 degrees and rising or above 40 degrees. b. Concrete paving operations shall be approved by the City when ambient temperature is below 40 degrees. See Standard Specification for Cold Weather Concreting (ACI 306.1-90). B. Time: Place concrete after sunrise and no later than shall permit the finishing of the pavement in natural light, or as directed by the City. 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 MATERIALS A. Unless otherwise shown on the Drawings or detailed specifications, the standard class for concrete sidewalks, driveways and barrier free ramps is shown in the CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised June 5, 2018 Concrete Trail 32 13 20 Page 4 of 8 following table: Standard Classes of Pavement Concrete 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 B. Cementitious Material: ASTM C150. C. Aggregates: ASTM C33. D. Water: ASTM C1602. E. Admixtures: When admixtures are used, conform to the appropriate specification: 1. Air -Entraining Admixtures for Concrete: ASTM C260. 2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F" and "G." 3. Fly Ash a. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: ASTM C618. F. Fly ash may be substituted at one pound per pound of cement up to 25% of the specified cement content when such batch design is approved by the Engineer. Steel Reinforcement: ASTM A615. G. Steel Wire Reinforcement: Not used for concrete pavement. H. Dowels and Tie Bars 1. Dowel and tie bars: ASTM A615. 2. Dowel Caps a. Provide dowel caps with enough range of movement to allow complete closure of the expansion joint. b. Caps for dowel bars shall be of the length shown on the Drawings and shall have an internal diameter sufficient to permit the cap to freely slip over the bar. c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, and one end of the cap shall be rightly closed. 3. Epoxy for Dowel and Tie Bars: ASTM C881. a. See following table for approved producers of epoxies and adhesives Pre -Qualified Producers of Epoxies and Adhesives Product Name Producer Concretive 1420 BASF HTE-50 Hilti T 308 + Powers Fasteners P E 1000+ Powers Fasteners CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised June 5, 2018 Concrete Trail 32 13 20 Page 5 of 8 C-6 Ramset-Redhead Epcon G-5 Ramset-Redhead Pro-Poxy-300 Fast Tube Unitex Shep-Poxy TxIII CMC Construction Services Ultrabond 1300 Tubes Adhesives Technology Ultrabone 2300 N.S. A-22-2300 Slow Set Adhesives Technology Dynapoxy EP-430 Pecora Corp. EDOT Simpson Strong Tie ET22 Simpson Strong Tie SET 22 Simpson Strong Tie SpecPoxy 3000FS SpecChem b. Epoxy Use, Storage and Handling • Package components in airtight containers and protect from light and moisture. • Include detailed instructions for the application of the material and all safety information and warnings regarding contact with the components. • Epoxy label requirements • Resin or hardener components • Brand name • Name of manufacturer • Lot or batch number • Temperature range for storage • Date of manufacture • Expiration date • Quantity contained • Store epoxy and adhesive components at temperatures recommended by the manufacturer. • Do not use damaged or previously opened containers and any material that shows evidence of crystallization, lumps skinning, extreme thickening, or settling of pigments that cannot be readily dispersed with normal agitation. • Follow sound environmental practices when disposing of epoxy and adhesive wastes. • Dispose of all empty containers separately. • Dispose of epoxy by completely emptying and mixing the epoxy before disposal I. Reinforcement and Bar Chairs 1. Sidewalk reinforcing steel shall be #3 deformed bars at 18 inches on -center - both -ways at the center plane of all slabs, unless otherwise shown on the Drawings or detailed specifications. 2. Reinforcement bar chairs or supports shall be of adequate strength to support the reinforcement bars and shall not bend or break under the weight of the reinforcement bars or Contractor's personnel walking on the reinforcing bars. CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised June 5, 2018 Concrete Trail 32 13 20 Page 6 of 8 3. Bar chairs may be made of metal (free of rust), precast mortar or concrete blocks or plastic. 4. For approval of plastic chairs, representative samples of the plastic shall show no visible indications of deterioration after immersion in a 5-percent solution of sodium hydroxide for 120-hours. 5. Bar chairs may be rejected for failure to meet any of the requirements of this specification. Joint Filler 1. Joint filler is the material placed in concrete pavement to allow for the expansion and contraction of the concrete. 2. Wood Boards: Used as joint filler for concrete paving. a. Boards for expansion joint filler shall be of the required size, shape and type indicated on the Drawings or required in the specifications. • Boards shall be of selected stock of redwood or cypress. The boards shall be sound heartwood and shall be free from sapwood, knots, clustered birdseyes, checks and splits. • Joint filler, boards, shall be smooth, flat and straight throughout, and shall be sufficiently rigid to permit ease of installation. • Boards shall be furnished in lengths equal to the width between longitudinal joints, and may be furnished in strips or scored sheet of the required shape. 3. Dimensions. The thickness of the expansion joint filler shall be shown on the Drawings; the width shall be not less than that shown on the Drawings, providing for the top seal space. 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the requirements of this specification. K. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. L. Curing Materials Membrane -Forming Compounds. a. Conform to the requirements of ASTM C309, Type 2, white pigmented compound and be of such nature that it shall not produce permanent discoloration of concrete surfaces nor react deleteriously with the concrete. b. The compound shall produce a firm, continuous uniform moisture - impermeable film free from pinholes and shall adhere satisfactorily to the surfaces of damp concrete. c. It shall, when applied to the damp concrete surface at the specified rate of coverage, dry to touch in 1 hour and dry through in not more than 4 hours under normal conditions suitable for concrete operations. d. It shall adhere in a tenacious film without running off or appreciably sagging. e. It shall not disintegrate, check, peel or crack during the required curing period. f. The compound shall not peel or pick up under traffic and shall disappear from the surface of the concrete by gradual disintegration. g. The compound shall be delivered to the job site in the manufacturer's original containers only, which shall be clearly labeled with the manufacturer's name, the trade name of the material and a batch number or symbol with which test samples may be correlated. h. When tested in accordance with ASTM C156 Water Retention by Concrete CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised June 5, 2018 Concrete Trail 32 13 20 Page 7 of 8 Curing Materials, the liquid membrane -forming compound shall restrict the loss of water present in the test specimen at the time of application of the curing compound to not more than 0.01-oz.-per-2 inches of surface. 2.2 ACCESSORIES [NOT USED] 2.3 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. Surface Preparation 1. Excavation: Excavation required for the construction of sidewalks shall be to the lines and grades as shown on drawings and as specified in Section 31 23 16 — Unclassified Excavation. 2. Fine Grading a. The Contractor shall do all necessary filling, leveling and fine grading required to bring the subgrade to the exact grades specified and compacted to at least 90 percent of maximum density as determined by ASTM D698. b. Moisture content shall be within minus 2 to plus 4 of optimum. c. Any over -excavation shall be repaired to the satisfaction of the City. B. Demolition / Removal 1. Sidewalk Removal: see Section 02 41 13 — Selective Site Demolition. 3.4 INSTALLATION A. General 1. Concrete sidewalks shall have a minimum thickness of 5 inches. 2. All pedestrian facilities shall comply with provisions of TAS including location, slope, width, shapes, texture and coloring. Pedestrian facilities installed by the Contractor and not meeting TAS must be removed and replaced to meet TAS (no separate pay). B. Forms: Forms shall be securely staked to line and grade and maintained in a true position during the depositing of concrete. C. Reinforcement: see Section 32 13 13. D. Concrete Placement: see Section 32 13 13. E. Finishing 1. Concrete sidewalks shall be finished to a true, even surface. 2. Trowel and then brush transversely to obtain a smooth uniform brush finish. 3. Provide exposed aggregate finish if specified. 4. Edge joints and sides shall with suitable tools. F. Joints 1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed using redwood. 2. Expansion joints shall be placed at 4-foot intervals for 4-foot-wide sidewalk and CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised June 5, 2018 Concrete Trail 32 13 20 Page 8 of 8 50-foot intervals for 5 foot wide and greater sidewalk. 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete driveways, curbs, formations, other sidewalks and other adjacent old concrete work. Similar material shall be placed around all obstructions protruding into or through sidewalks or driveways. 4. All expansion joints shall be 1/2- inch in thickness. 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall be finished to approximately a 1/2-inch radius with a suitable finishing tool. 6. Sidewalks shall be marked at intervals equal to the width of the walk with a marking tool. 7. When sidewalk is against the curb, expansion joints shall match those in the curb. 8. The work of this Section includes joint sealant as specified in Section 32 13 73 Concrete Trail. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 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 CITY OF FORT WORTH East I't Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised June 5, 2018 Concrete Paving Joint Sealant 32 13 73 Page 1 of 4 SECTION 32 13 73 141SHre.4- Y�17:\/1►[e�t�ll►�If. �1:�r1:�►Mliy PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Specification for silicone joint sealing for concrete pavement. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 3. Section 32 13 13 - Concrete Paving 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be by the linear foot of Joint Sealant completed and accepted and is part of the pay item for concrete sidewalks under Section 32120 Concrete Trail. 2. Payment a. The work performed and materials furnished in accordance with this Item are part of the pay item for concrete sidewalks under Section 32120 Concrete Trail. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM International (ASTM): a. D5893, Standard Specification for Cold Applied, Single Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Test and Evaluation Reports 1. Prior to installation, furnish certification by an independent testing laboratory that the silicone joint sealant meets the requirements of this Section. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Concrete Paving Joint Sealant 32 13 73 Page 2 of 4 2. Submit verifiable documentation that the manufacturer of the silicone joint sealant has a minimum 2-year demonstrated, documented successful field performance with concrete pavement silicone joint sealant systems. 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 CONDITIONS A. Do not apply joint sealant when the air and pavement temperature is less than 35 degrees F B. Concrete surface must be clean, dry and frost free. C. Do not place sealant in an expansion -type joint if surface temperature is below 35 degrees F or above 90 degrees F. 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS & EQUIPMENT A. Materials 1. Joint Sealant: ASTM D5893. 2. Joint Filler, Backer Rod and Breaker Tape a. The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. b. The back rod and breaker tape shall be installed in the saw -cut joint to prevent the joint sealant from flowing to the bottom of the joint. c. The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Concrete Paving Joint Sealant 32 13 73 Page 3 of 4 3.4 INSTALLATION A. General 1. The silicone sealant shall be cold applied. 2. Allow concrete to cure for a minimum of 7 days to ensure it has sufficient strength prior to sealing joints. 3. Perform joint reservoir saw cutting, cleaning, bond breaker installation, andjoint sealant placement in a continuous sequence of operations. 4. See Drawings for the various joint details with their respective dimensions. B. Equipment 1. Provide all necessary equipment and keep equipment in a satisfactory working condition. 2. Equipment shall be inspected by the City prior to the beginning of the work. 3. The minimum requirements for construction equipment shall be as follows: a. Concrete Saw. The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. b. Air Compressors. The delivered compressed air shall have a pressure in excess of 90 psi and shall be suitable for the removal of all free water and oil from the compressed air. c. Extrusion Pump. The output shall be capable of supplying a sufficient volume of sealant to the joint. d. Injection Tool. This mechanical device shall apply the sealant uniformly into the joint. e. Sandblaster. The design shall be for commercial use with air compressors as specified in this Section. f. Backer Rod Roller and Tooling Instrument. These devices shall be clean and free of contamination. They shall be compatible with the joint depth and width requirements. C. Sawing Joints: see Section 32 13 13. D. Cleaning joints 1. Dry saw in 1 direction with reverse cutting blade then sandblast. 2. Use compressed air to remove the resulting dust from the joint. 3. Sandblast joints after complete drying. a. Attach nozzle to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of 1 to 2 inches from the face of the joint. b. Sandblast both joint faces sandblasted in separate, 1 directional passes. c. When sandblasting is complete, blow-out using compressed air. d. The blow tube shall fit into the joints. 4. Check the blown joint for residual dust or other contamination. a. If any dust or contamination is found, repeat sandblasting and blowing until the joint is cleaned. b. Do not use solvents to remove stains and contamination. 5. Place the bond breaker and sealant in the joint immediately upon cleaning. 6. Bond Breaker Rod and Tape: install in the cleaned joint prior to the application of the joint sealant. CITY OF FORT WORTH East V Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Concrete Paving Joint Sealant 32 13 73 Page 4 of 4 7. Do not leave open, cleaned joints unsealed overnight. E. Joint Sealant 1. Apply the joint sealant upon placement of the bond breaker rod and tape, using the mechanical injection tool. 2. Do not seal joints unless they are clean and dry. 3. Remove and discard excess sealant left on the pavement surface. a. Do not excess use to seal the joints. 4. The pavement surface shall present a clean final condition as determined by City. 5. Do not allow traffic on the fresh sealant until it becomes tack -free. F. Approval of Joints 1. The City may request a representative of the sealant manufacturer to be present at the job site at the beginning of the final cleaning and sealing ofjoints. a. The representative shall demonstrate to the Contractor and the City the acceptable method for sealant installation. b. The representative shall approve the clean, dry joints before the sealing operation commences. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 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 CITY OF FORT WORTH East 1" Street Bridge Improvement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised December 20, 2012 Ornamental Metals 32 3100 Page 1 of 8 SECTION 32 3100 ORNAMENTAL METALS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Ornamental metal bridge guardrail replacement including posts, panels, rails, hardware, galvanizing, powder coating, etc. B. Related Specification Sections include, but are not necessarily limited to: 2. Section 02 41 13 - Selective Site Demolition for removal of existing guardrail section. 3. Section 32 3126 —Woven Wire Screen for attachment to all existing guardrail. i! 97Eli W.110Q7.1%'/UIDiem@9ZIZalDIDiu 7Oki B. Measurement and Payment 2. Bridge Guardrail Section a. Measurement 1) Measurement for this Item shall be by the lineal foot for new metal railing that matches the existing bridge railing including the removal of the exist ing railing and replaced with a new railing. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per lineal foot of railing. c. The price bid shall include : 1) Removal of the damaged section of existing railing and replacing with a new sec- tion. 2) Furnishing and placing of Section 32 3126 — Woven Wire Screen 1.3 REFERENCES A. ASTM A36 Carbon Structural Steel B. ASTM A123 Standard Specification for Zinc (Hot Dip Galvanized) Coatings on Steel C. ASTM A153 Standard Specification for Zinc (Hot Dip Galvanized) Coatings on Hard- ware D. AAMA 2605 High Performance Organic Coatings E. ASTM D3451 Standard Guide for Testing Coating Powders and Powder Coatings F. PCI Testing Procedures 1-9. G. ASTM D1730 Metal Treatment H. ASTM D4585 Humidity Resistance I. ASTM D3363 Film Hardness J. ASTM D3359 Film Adhesion K. ASTM D523 - Test Method for Specular Gloss Error! Unknown d V]AeVA itTH eY"WcCONSTRUCTION SPECIFICATION DOCUMENTS East I e` Street Bridge Improvements Project Number 100575 Ornamental Metals 32 3100 Page 2 of 8 L. ASTM D822 - Practice For Conducting Tests On Paint and Related Coatings and Materi- als Using Filtered Open -Flame Carbon -Arc Light and Water Exposure Apparatus M. ASTM D1654 - Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments N. ASTM D7803 Powder Coating Galvanized Steel O. ASTM D2794 - Test Method for Resistance of Organic Coatings to The Effects of Rapid Deformation (Impact) P. ASTM D3359 - Test Method for Measuring Adhesion by Tape Test Q. ASTM B117 - Practice for Operating Salt -Spray (Fog) Apparatus. R. ASTM D714 - Test Method for Evaluating Degree of Blistering in Paint. S. ASTM D1654 - Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments. T. ASTM A1064 — Carbon Steel Welded Wire Mesh U. ASTM —A588 - Standard Specification for High -Strength Low -Alloy Structural Steel, up to 50 ksi [345 MPa] Minimum Yield Point, with Atmospheric Corrosion Resistance V. ASTM F593 - Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs 1.4 SUBMITTALS A. Submit Shop Drawings for: 1. Guardrail section. B. Contractor shall supply a certified letter from the paint manufacturer stating that the sup- plied paint system is compatible with the galvanized steel surfaces of the metal as de- scribed in this Section. C. List: Submit paint and coating materials list giving the manufacturer's name, product name and product number for each material. D. Product Data: Submit manufacturer's printed product data and specifications, use limita- tions and recommendations for each material used. Provide certifications that materials and systems comply with specified requirements. E. Timing: Samples of all colors and finishes shall be prepared in advance of requirements so as not to delay work, and shall be submitted to the Owner's Representative for approv- al before any work is commenced. Any work done without such approval shall be redone to the Owner's Representative's satisfaction, at the Contractor's expense. F. Initial Color Selection Samples: submit manufacturer's standard color charts or chips showing complete range of colors, textures, and finishes available for each paint system used. Color to match existing guardrail. G. Verification Samples: After initial selection of colors from manufacturer's standard color charts, submit representative sample panels of each paint system color that is to be ex- posed in the completed work. Show full color ranges and finish variations expected. De- fine each separate coat, including block fillers and primers. Resubmit samples until re- quired sheen, color, and texture have been approved. Provide samples as follows: Error! Unknown d VWePA0r0ftTH East V Street Bridge Improvements eWYWAWCCONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Ornamental Metals 32 3100 Page 3 of 8 Provide painted and finished color samples of all items called for under this Sec- tion. Samples shall be on separate 8 inch x 10 inch x 18 gauge metal panels for painted metal surfaces. Finished samples may not be part of the finished work. Upon approval, color finished site metal samples shall be the standard of quality for all surface preparation, painting and finishing specified, performed and paid for under this Section. 1.5 QUALITY ASSURANCE A. The contractor shall provide laborers and supervisors who are thoroughly familiar with the type of construction involved and materials and techniques specified. B. The current issue of Standard Code of Arc and Gas Welding in Building Construction shall apply to this Section as though written out in full. Welding shall be in accordance with the Structural Welding Code of the American Welding Society. C. Where structural joints are made by welding, the details of all joints, the techniques of welding employed, the appearance and quality of welds made, and the methods used to correct defective work shall conform to requirements of the AISC and AWS codes. D. Welds shall be made only by welders who have previously been qualified by tests as pre- scribed in AWS "Standard Qualification Procedure" for the type of work required. E. All dissimilar metals shall be insulated to prevent bimetallic interaction. F. Workmanship and finish of metal components shall be equal to the best practice of mod- ern shops for each item of work. Metal fabrication shall be accomplished using the high- est standards of workmanship. All work shall be executed by experienced metal workers, shall conform to the requirements of the Contract Documents, and meet the following re- quirements. 1. Sections shall be well formed to shape and size with sharp lines and angles; curved work shall be sprung evenly to curves. 2. Exposed surfaces shall have a smooth finish and sharp, well defined lines and arris- es. 3. Grind all edges of bars and plates completely free from nicks and machine marks, prior to shop priming. 4. All surfaces and connections of metal items shall be without visible grinding marks, surface differentiation or variation. 5. All fabricated metal items shall be fine sanded throughout to produce a high stand- ard of surface smoothness. 6. Welding shall be continuous and shall extend for the entire length of the joints ex- cept where specifically indicated on the Contract Documents. All exposed welds shall be ground smooth. 7. Weld with uncoated wire to prevent flux deposits. If coated wire is used, all flux residue shall be thoroughly removed and bare white metal exposed, prior to galvani- Error! Unknown d V]AeVA0r0ftTH East V Street Bridge Improvements eWYWAWCCONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Ornamental Metals 32 3100 Page 4 of 8 zation, if applicable. Where overlapping surfaces are welded, seal off contact area by welding all edges around contact area. G. Where the Work of this Section must be attached to other materials, or where it must be assembled and installed in the field, Contractor shall cut, drill, punch and ream, counter- sink and tap, or otherwise provide the required holes in the shop, unless such connections are to be welded. The sizes and locations of all such holes shall be shown on the Shop drawings. H. Metalwork to be built in with concrete or masonry shall be of the form required for an- chorage or shall be provided with suitable anchors or expansion shields. I. All materials and workmanship under this Section shall be subject to inspection in the mill, shop or field by the Owner's Representative, or by qualified inspectors retained by the Owner. Inspection shall be without expense to the Contractor. However, such inspec- tion, wherever conducted, shall not relieve Contractor of his responsibility to furnish ma- terials and workmanship in accordance with Contract requirements. J. rX L. 1.6 TESTS Paint Material Source: The same coating material manufacturer shall furnish all materials for the complete coating system. Intermixing of materials within and between coating sys- tems will not be permitted. Thinning of paint shall conform to the manufacturer's written in- structions. Where manufacturer makes more than one grade of any coating material specified, use the highest grade of each type, whether or not the material is mentioned by trade name in this Section. Include on labels of all containers the manufacturer's name, the product name and num- ber, the color and batch number. A. An Owner's Representative will visit the Project site after installation of painted miscel- laneous metals items to perform on -site testing of paint finishes. The Owner's Repre- sentative will perform the following tests: 1. Adhesion: ASTM D3359-97, using Permacel 99 tape or equivalent determined by Owner's Representative. Permacel 99 is manufactured by Permacel, a Nitto Denko Company, New Brunswick, NJ. 2. Hardness: ASTM D3363-00 using calibrated drafting leads from 6B to 6H. 3. Mil thickness: using a Tooke Gauge, a hand-held device that scores the paint fin- ish and provides for a magnified visual inspection of the mil thickness of the coating system. B. All of the above tests are destructive of the paint finish system. The Contractor shall touch up and repair areas of paint finish damaged by field testing by Owner's Representa- tive under the work of this Section at no additional cost to the Owner. Error! Unknown dACVWeVA itTH eY"WcCONSTRUCTION SPECIFICATION DOCUMENTS East I e` Street Bridge Improvements Project Number 100575 Ornamental Metals 32 3100 Page 5 of 8 C. In the event that any of the aforementioned tests indicate that the requirements of this Section have not been met as determined by the Owner's Representative, the Contractor shall perform and provide the following at no additional cost to the Owner: 1. The Contractor shall select a qualified independent Testing Agency to perform laboratory testing of the paint finish of miscellaneous metal items to verify the testing performed by Owner's Representative. Owner's Representative will select no fewer than 3 miscellaneous metal items to be tested by the Testing Agency. 2. Contractor shall remove selected representative samples from the site and have the samples delivered to the laboratory of the approved Testing Agency. 3. On each of the 3 miscellaneous metal items the Testing Agency shall measure adhesion strength, hardness of paint coating, and coating thickness per ASTM standards listed in this Section. Contractor shall pay all costs of the work per- formed by the Testing Agency and shall have the Testing Agency submit reports directly to the Owner's Representative for review, analysis and direction. In the event that any of the tests performed on any of the 3 miscellaneous metal items by the Testing Agency indicates to the Owner's Representative that the require- ments have not been met, the Contractor shall remove all miscellaneous metal items from the site and have said items delivered to an approved paint shop for stripping of the painting finish, new surface preparation, and new paint finishing in accordance with the requirements of this Section at no additional cost to the Owner. 4. After completion of the re -painting operation, the Contractor shall have all mis- cellaneous metal items delivered to the Project site and reinstalled in accordance with the requirements of this Section at no additional cost to the Owner. D. The Contractor may choose to forgo the laboratory testing procedures describe above and have all miscellaneous metal items removed from the site, stripped, surface prepared and repainted in accordance with the requirements of this Section and delivered to the Project site and reinstalled in accordance with the requirements of this Specification at no addi- tional cost to the Owner. E. The Owner may employ an independent testing agency to perform tests, evaluations, and certifications of products used. Cooperate and permit samples of materials to be taken as they are used. 1.7 DELIVERY, STORAGE AND HANDLING A. Deliver and store work as specified under this Section in a manner to prevent damage to surface finishes of metal items, wracking or stress of components, and to prevent me- chanical damage or damage by the elements. All stored materials and items shall be pro- tected from weather, careless handling and vandalism. B. Items which become rusted or damaged because of non-compliance with these conditions will be rejected and shall be replaced without additional cost to the Owner. Error! Unknown d V]AePA0r0ftTH East V Street Bridge Improvements eWYWAWCCONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Ornamental Metals 32 3100 Page 6 of 8 C. Deliver work to the site in sufficient time to avoid delay in job progress and at such times as to permit proper coordination of the various parts. The Contractor shall be responsible for scheduling the delivery of all items so as to minimize on -site storage time prior to in- stallation. D. Deliver bolts and other small items required for erection of work under this Section bun- dled with their respective items. E. Touch-up materials brought to the site shall be stored in an approved location in manu- facturer's original sealed containers, bearing the manufacturer's standard label, indicating type and color. Materials shall be delivered in sufficient quantities in advance of the time needed in order that work will not be delayed in any way. F. The tree image for the entry sign shall be delivered from the factory wrapped for protec- tion from scratching or other damage. 1.8 COORDINATION A. The Work of this Section shall be completely coordinated with the Work of other Sec- tions. Verify dimensions and work of other trades which adjoin materials of this Section before installing items specified. B. Obtain all necessary templates and patterns required from other trades for proper execu- tion of work of this Section. Furnish to other trades items to be built into work of other Sections. Supervise installation of such built-in work. 1.9 GUARANTEE A. The Contractor shall furnish and deliver standard written manufacturer's guarantee in Owner's name covering all materials and workmanship under this Section in addition to, and not in lieu of, guarantee requirements set forth under Division 1, GENERAL REQUIREMENTS, and other liabilities which the Contractor may have by law or other provisions of the Contract Documents. B. Contractor shall pay for repairs of any damage to any part of the project caused by de- fects in the work of the miscellaneous metals fabricator and for any repair to the materials or equipment caused by replacement. All repairs are to be done to the satisfaction of the Owner's Representative. PART 2 - PRODUCTS 2.1 METAL MATERIALS Error! Unknown d V]AePA itTH eY"WcCONSTRUCTION SPECIFICATION DOCUMENTS East I e` Street Bridge Improvements Project Number 100575 Ornamental Metals 32 3100 Page 7 of 8 A. Steel material for panels, posts, and other supports for ornamental fence and gate shall conform to the requirements of ASTM A36. B. Steel shall be galvanized in accordance with ASTM A123. Hardware shall be galvanized in accordance with ASTM A153. 2.2 POWDER COATING A. All metal parts of the guardrail and hardware, etc. shall be galvanized and treated in ac- cordance with ASTM D7803. It shall be powder coated according to AAMA 2605 High Performance Organic Coatings. B. It shall meet the requirements of all other related ASTM, PCI, and other standards listed herein. PART 3 - EXECUTION 3.1 ORNAMENTAL METAL GUARDRAIL A. Erect guard railing in straight lines between angle points by skilled mechanics experi- enced in this type of construction. B. Guard rail layout shall conform to the requirements of the Contract Documents. Straight runs of fencing shall be straight and true without visible deviation. C. All posts shall be plumb and cut to the same height above grade. D. The Contractor shall clean the jobsite of excess materials; post -hole excavations shall be scattered uniformly away from posts. The fence shall be cleaned of any stains or dirt. 3.2 METAL PEDESTRAIN RAIL FIELD MODIFICATIONS A. When cutting/drilling panels or posts adhere to the following steps to seal the exposed steel surfaces; 1) Remove all metal shavings from cut area. 2) Apply zinc -rich primer to thoroughly cover cut edge and/or drilled hole; let dry. 3) Apply 2 coats of custom finish paint matching rail color. Failure to seal exposed surfaces per steps 1-3 above will negate warranty. 0.3 WELDING All welds shall be flush and free of sharp edges, spurs, welding flux, etc., and shall con- form to AWS "Code for Welding in Building Construction." All welds shall be coated with cold ZRC galvanizing compound. 3.4 DAMAGE Error! Unknown d V]AeVA itTH eY"WcCONSTRUCTION SPECIFICATION DOCUMENTS East I e` Street Bridge Improvements Project Number 100575 Ornamental Metals 32 3100 Page 8 of 8 A. Any metal surface that is damaged during or prior to installation shall be repaired after installation unless determined by Client to be unacceptable, which at that point the rail section shall be removed and replaced without extra compensation. END OF SECTION Error! Unknown d V]ReVA rWTH East V Street Bridge Improvements eWYWAWCCONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Temporary Chain Link Fence and Gates 32 31 13 Page 1 of 6 SECTION 32 3113 TEMPORARY CHAIN LINK FENCE AND GATES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Temporary Galvanized coated chain link (non -security) fencing and accessories in accordance with the City's Zoning Ordinance. 2. Steel tube fencing and accessories to be used as a construction fence and barrier during construction period. 3. Removal at end of construction. 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. Chain Link Fence a. Measurement 1) Measurement for this Item shall be by the linear foot of Chain Link Fence installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of Chain Link Fence installed for various: a) Heights b) Fabric materials c. The price bid shall include: 1) Furnishing and installing all fence and gate materials 2) Removing fence at end of project. 3) Cleanup d. Measurement 1) Measurement for this Item shall be by the linear foot of Chain Link Fence installed. e. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of Chain Link Fence installed for various heights. f. The price bid shall include: 1) Furnishing and installing all fence and gate materials 2) Removal of fence at end of project. 3) Cleanup 4) Hauling CITY OF FORT WORTH East Pt Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Temporary Chain Link Fence and Gates 32 31 13 Page 2 of 6 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. American Society for Testing and Materials (ASTM): a. A 36, Standard Specification for Carbon Structural Steel b. A 123, Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products c. A 392, Standard Specification for Zinc -Coated Steel Chain -Link Fence Fabric d. A 500, Standard Specification for Cold -Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes e. F 626, Standard Specification for Fence Fittings £ F 1043, Standard Specification for Strength and Protective Coatings on Steel Industrial Chain Link Fence Framework g. F 1083, Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated (Galvanized) Welded, for Fence Structures h. F 1183, Specification for Aluminum Alloy Chain Link Fence Fabric 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS 1. Shop drawings 2. Layout of fences and gates with dimensions, details, and finishes ofcomponents, accessories and post foundations if requested by the Owner's Representative. 3. Product data 4. Manufacturer's catalog cuts indicating material compliance and specified options. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [NOT USED] 2.2 MANUFACTURED UNITS / MATERIALS A. Manufacturer Minimum of 5 years of experience manufacturing galvanized coated chain link fencing. 2. Approved Manufacturer or equal: a. Allied Fence, Inc. b. American Fence Corp. CITY OF FORT WORTH East Pt Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Temporary Chain Link Fence and Gates 32 31 13 Page 3 of 6 c. Anchor Fence, Inc. d. Master Halco, Inc. B. Materials 1. Chain Link Fence a. General 1) Posts, gate frames, braces, rails, stretcher bars, truss rods and tension wire shall be of steel. 2) Gate hinges, post caps, barbed wire supporting arms, stretcher bar bands and other parts shall be of steel, malleable iron, ductile iron or equal 3) Post tops, rail end, ties and clips may be of aluminum. 4) Use only new material, or salvaged/existing material if approved by City or noted on Drawings. b. Steel Fabric 1) Fabric a) No. 9 gauge b) 2-inch mesh (1) Commercial: both top and bottom selvages twisted and barged Residential: match existing or both top and bottom selvages knuckled (2) Furnish 1-piece fabric widths. 2) Fabric Finish: Galvanized, ASTM A 392, Class I, with not less than 1.2 oz. zinc per square foot of surface. 3) Aluminum Fabric a) ASTM F 1183 b) No. 9 gauge c) 2-inch mesh, with both top and bottom selvages twisted and barged. d) Furnish 1-piece fabric widths. c. Steel Framing 1) Steel pipe - Type I a) ASTM F 1083 b) Standard weight schedule 40 c) Minimum yield strength: 30,000 psi d) Sizes as indicated e) Hot -dipped galvanized with minimum average 1.8 oz/ft2 of coated surface area 2) Steel pipe - Type II a) ASTM F 1043, Group IC b) Minimum yield strength: 50,000 psi c) Sizes as indicated on Drawings d) Protective coating per ASTM F 1043 (1) External coating Type B (a) Zinc with organic overcoat (b) 0.9 oz/fV minimum zinc coating with chromate conversion coating and verifiable polymer film (2) Internal coating Type B (a) Minimum 0.9 oz/ft2 zinc or Type D, zinc pigmented, 81 percent nominal coating, minimum 3 mils 3) Formed steel ("C") sections: a) Roll formed steel shapes complying with ASTM F 1043, Group II b) Minimum yield strength: 45,000 psi (310 MPa) c) Sizes as indicated on Drawings d) External coating per ASTM F 1043, Type A CITY OF FORT WORTH East Pt Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Temporary Chain Link Fence and Gates 32 31 13 Page 4 of 6 (1) Minimum average 2.0 oz/ft2 of zinc per ASTM A 123 d. Accessories 1) Chain link fence accessories a) ASTM F 626 b) Provide items required to complete fence system. c) Galvanize each ferrous metal item and finish to match framing. 2) Post caps a) Formed steel or cast malleable iron weather tight closure cap for tubular posts. b) Provide 1 cap for each post. c) Cap to have provision for barbed wire when necessary. d) "C" shaped line post without top rail or barbed wire supporting arms do not require post caps. e) Where top rail is used, provide tops to permit passage of top rail. f) Top rail and rail ends 5/8-inch diameter galvanized round pipe for horizontal railing g) Pressed steel per ASTM F626 h) For connection of rail and brace to terminal posts 3) Top rail sleeves a) 7-inch expansion sleeve with a minimum 0.137-inch wire diameter and 1.80-inch length spring, allowing for expansion and contraction of top rail 4) Wire ties a) 9-gauge galvanized steel wire for attachment of fabric to line posts b) Double wrap 13 gauge for rails and braces. c) Hog ring ties of 12-1 /2 gauge for attachment 5) Brace and tension (stretcher bar) bands a) Pressed steel b) Minimum 300-degree profile curvature for secure fence post attachment c) At square post provide tension bar clips. 6) Tension (stretcher) bars: a) 1-piece lengths equal to 2 inches less than full height of fabric b) Minimum cross-section of 3/16 inch x 3/4 inch c) Provide tension (stretcher) bars where chain link fabric meets terminal posts. 7) Tension wire a) Galvanized coated steel wire, 6 gauge, [0.192 inch] diameter wire b) Tensile strength: 75,000 psi 8) Truss rods & tightener a) Steel rods with minimum diameter of 5/16 inch b) Capable of withstanding a tension of minimum 2,000 pounds 9) Nuts and bolts are galvanized. 2. Setting Materials a. Concrete 1) Minimum 28-day compressive strength of 3,000 psi 2) Bagged concrete allowed. b. Drive Anchors 1) Galvanized angles 2) ASTM A 36 steel 3) 1-inch x 1-inch x 30-inch galvanized shoe clamps to secure angles to posts. CITY OF FORT WORTH East Pt Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Temporary Chain Link Fence and Gates 32 31 13 Page 5 of 6 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Verification of Conditions 1. Verify areas to receive fencing are completed to final grades and elevations. 2. Ensure property lines and legal boundaries of work are clearly established 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Chain Link Fence Framing 1. Locate terminal post at each fence termination and change in horizontal or vertical direction of 30 degrees or more. 2. Space line posts uniformly at 10 feet on center. 3. Set all posts in concrete or propose other method to support fence and make stable during construction. Other method to be approved by Owner's Representative. a. Drill holes in firm, undisturbed or compacted soil. b. Drill hole diameter 4 times greater than outside dimension of post. c. Set post bottom 24 inches below surface when in firm, undisturbed soil. d. Excavate deeper as required for adequate support in soft and loose soils, and for posts with heavy lateral loads. e. Place concrete around posts in a continuous pour. Trowel finish around post. Slope to direct water away from posts. 4. Check each post for vertical and top alignment and maintain in position during placement and finishing operations. 5. Bracing a. Install horizontal pipe brace at mid -height for fences 6 feet and taller, on each side of terminal posts. b. Firmly attach with fittings. c. Install diagonal truss rods at these points. d. Adjust truss rod, ensuring posts remain plumb. 6. Tension wire a. Provide tension wire at bottom of fabric and at top, if top rail is not specified. b. Install tension wire before stretching fabric and attach to each post with ties. c. Secure tension wire to fabric with 12-1/2-gauge hog rings 24 inches on center. 7. Top rail a. Install lengths, 21 feet b. Connect joints with sleeves for rigid connections for expansion/contraction. 8. Center Rails for fabric height 12 feet and taller. a. Install mid rails between posts with fittings and accessories. 9. Bottom Rails: Install bottom rails between posts with fittings and accessories. B. Chain Link Fabric Installation 1. Fabric CITY OF FORT WORTH East Pt Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Temporary Chain Link Fence and Gates 32 31 13 Page 6 of 6 a. Install fabric on security side and attach so that fabric remains in tension after pulling force is released. b. Leave approximately 2 inches between finish grade and bottom selvage. c. Attach fabric with wire ties to line posts at 15 inches on center and to rails, braces, and tension wire at 24 inches on center. 2. Tension (stretcher) bars a. Pull fabric taut. b. Thread tension bar through fabric and attach to terminal posts with bands or clips spaced maximum of 15 inches on center. 3. Accessories a. Tie wires: Bend ends of wire to minimize hazard to persons and clothing. b. Fasteners: Install nuts on side of fence opposite fabric side for added security. Slats: Install slats in accordance with manufacturer's instructions. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. At the end of the project the Contractor shall be responsible to remove the fencing and gates from the site. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH East 1" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Woven Wire Screen Section 32 3136 Page 1 of 7 SECTION 32 3136 WOVEN WIRE SCREEN PART 1 - GENERAL 1.1 SUMMARY A. The Work of this Section includes all labor, materials, and equipment necessary to provide and install: 1. Ornamental woven wire screens framed in a metal frame and attached to the existing bride guard railing. It includes all metal framing panels. woven wire screen, hardware, galvanizing and powder coating, of metal frame. 2. The work includes all materials, labor and equipment necessary to provide and install the screens to the existing bridge railing. 1.2 RELATED WORK IN OTHER SECTIONS A. The following related Work found in other Sections: Section 32 3100 — Ornamental Metals 1.3 SUBMITTALS A. Submit Shop Drawings for: 1. Fence panels and frames. B. Contractor shall supply a certified letter from the paint manufacturer stating that the sup- plied paint system is compatible with the galvanized steel surfaces of the metal as de- scribed in this Section. C. List: Submit paint and coating materials list giving the manufacturer's name, product name and product number for each material. D. Product Data: Submit manufacturer's printed product data and specifications, use limita- tions and recommendations for each material used. Provide certifications that materials and systems comply with specified requirements. E. Sample of woven wire fabric. F. Timing: Samples of all colors and finishes shall be prepared in advance of requirements so as not to delay work and shall be submitted to the Owner's Representative for approv- al before any work is commenced. Any work done without such approval shall be redone to the Owner's Representative's satisfaction, at the Contractor's expense. CITY OF FORT WORTH East Pt Street Bridge Improvements CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Woven Wire Screen Section 32 3136 Page 2 of 7 1.4 G. Initial Color Selection Samples: submit manufacturer's standard color charts or chips showing complete range of colors, textures, and finishes available for each paint system used. H. Verification Samples: After initial selection of colors from manufacturer's standard color charts, submit representative sample panels of each paint system color that is to be ex- posed in the completed work. Show full color ranges and finish variations expected. De- fine each separate coat, including block fillers and primers. Resubmit samples until re- quired sheen, color, and texture have been approved. Provide samples as follows: Provide painted and finished color samples of all items called for under this Sec- tion. Samples shall be on separate 8-inch x 10 inch x 18 gauge metal panels for painted metal surfaces. Finished samples may not be part of the finished work. Upon approval, color finished site metal samples shall be the standard of quality for all surface preparation, painting and finishing specified, performed and paid for under this Section. REFERENCES A. ASTM A36 Carbon Structural Steel B. ASTM A123 Standard Specification for Zinc (Hot Dip Galvanized) Coatings on Steel C. ASTM A 15 3 Standard Specification for Zinc (Hot Dip Galvanized) Coatings on Hard- ware D. AAMA 2605 High Performance Organic Coatings E. ASTM D3451 Standard Guide for Testing Coating Powders and Powder Coatings F. PCI Testing Procedures 1-9. G. ASTM D1730 Metal Treatment H. ASTM D4585 Humidity Resistance I. ASTM D3363 Film Hardness J. ASTM D3359 Film Adhesion K. ASTM D523 - Test Method for Specular Gloss L. ASTM D822 - Practice For Conducting Tests On Paint and Related Coatings and Materi- als Using Filtered Open -Flame Carbon -Arc Light and Water Exposure Apparatus M. ASTM D1654 - Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments N. ASTM D7803 Powder Coating Galvanized Steel O. ASTM D2794 - Test Method for Resistance of Organic Coatings to The Effects of Rapid Deformation (Impact) P. ASTM D3359 - Test Method for Measuring Adhesion by Tape Test Q. ASTM B117 - Practice for Operating Salt -Spray (Fog) Apparatus. R. ASTM D714 - Test Method for Evaluating Degree of Blistering in Paint. S. ASTM D1654 - Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments. T. ASTM A1064 — Carbon Steel Welded Wire Mesh U. ASTM —A588 - Standard Specification for High -Strength Low -Alloy Structural Steel, up to 50 ksi [345 MPa] Minimum Yield Point, with Atmospheric Corrosion Resistance V. ASTM F593 - Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs 1.5 QUALITY ASSURANCE CITY OF FORT WORTH CONSTRUCTION SPECIFICATION DOCUMENTS East Pt Street Bridge Improvements Project Number 100575 Woven Wire Screen Section 32 3136 Page 3 of 7 A. The contractor shall provide laborers and supervisors who are thoroughly familiar with the type of construction involved and materials and techniques specified. B. The current issue of Standard Code of Arc and Gas Welding in Building Construction shall apply to this Section as though written out in full. Welding shall be in accordance with the Structural Welding Code of the American Welding Society. C. Where structural joints are made by welding, the details of all joints, the techniques of welding employed, the appearance and quality of welds made, and the methods used to correct defective work shall conform to requirements of the AISC and AWS codes. D. Welds shall be made only by welders who have previously been qualified by tests as pre- scribed in AWS "Standard Qualification Procedure" for the type of work required. E. All dissimilar metals shall be insulated to prevent bimetallic interaction. F. Workmanship and finish of metal components shall be equal to the best practice of mod- ern shops for each item of work. Metal fabrication shall be accomplished using the high- est standards of workmanship. All work shall be executed by experienced metal workers, shall conform to the requirements of the Contract Documents, and meet the following re- quirements. 1. Sections shall be well formed to shape and size with sharp lines and angles; curved work shall be sprung evenly to curves. 2. Exposed surfaces shall have a smooth finish and sharp, well defined lines and arris- es. 3. Grind all edges of bars and plates completely free from nicks and machine marks, prior to shop priming. 4. All surfaces and connections of metal items shall be without visible grinding marks, surface differentiation or variation. 5. All fabricated metal items shall be fine sanded throughout to produce a high stand- ard of surface smoothness. 6. Welding shall be continuous and shall extend for the entire length of the joints ex- cept where specifically indicated on the Contract Documents. All exposed welds shall be ground smooth. 7. Weld with uncoated wire to prevent flux deposits. If coated wire is used, all flux residue shall be thoroughly removed and bare white metal exposed, prior to galvani- zation, if applicable. Where overlapping surfaces are welded, seal off contact area by welding all edges around contact area. G. Where the Work of this Section must be attached to other materials, or where it must be assembled and installed in the field, Contractor shall cut, drill, punch and ream, counter- sink and tap, or otherwise provide the required holes in the shop, unless such connections are to be welded. The sizes and locations of all such holes shall be shown on the Shop Drawings. H. Metalwork to be attached to metal railing shall be of the form required for anchorage or shall be provided with suitable anchors or expansion shields. CITY OF FORT WORTH East Pt Street Bridge Improvements CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Woven Wire Screen Section 32 3136 Page 4 of 7 I. All materials and workmanship under this Section shall be subject to inspection in the mill, shop or field by the Owner's Representative, or by qualified inspectors retained by the Owner. Inspection shall be without expense to the Contractor. However, such inspec- tion, wherever conducted, shall not relieve Contractor of his responsibility to furnish ma- terials and workmanship in accordance with Contract requirements. J. Paint Material Source: The same coating material manufacturer shall furnish all materials for the complete coating system. Intermixing of materials within and between coating sys- tems will not be permitted. Thinning of paint shall conform to the manufacturer's written in- structions. K. Where manufacturer makes more than one grade of any coating material specified, use the highest grade of each type, whether or not the material is mentioned by trade name in this Section. L. Include on labels of all containers the manufacturer's name, the product name and num- ber, the color and batch number. 1.6 TESTS A. An Owner's Representative will visit the Project site after installation of painted miscel- laneous metals items to perform on -site testing of paint finishes. The Owner's Repre- sentative will perform the following tests: 1. Adhesion: ASTM D3359-97, using Permacel 99 tape or equivalent determined by Owner's Representative. Permacel 99 is manufactured by Permacel, a Nitto Denko Company, New Brunswick, NJ. 2. Hardness: ASTM D3363-00 using calibrated drafting leads from 6B to 6H. 3. Mil thickness: using a Tooke Gauge, a hand-held device that scores the paint fin- ish and provides for a magnified visual inspection of the mil thickness of the coating system. B. All of the above tests are destructive of the paint finish system. The Contractor shall touch up and repair areas of paint finish damaged by field testing by Owner's Representa- tive under the work of this Section at no additional cost to the Owner. C. In the event that any of the aforementioned tests indicate that the requirements of this Section have not been met as determined by the Owner's Representative, the Contractor shall perform and provide the following at no additional cost to the Owner: 1. The Contractor shall select a qualified independent Testing Agency to perform laboratory testing of the paint finish of miscellaneous metal items to verify the testing performed by Owner's Representative. Owner's Representative will select no fewer than 3 miscellaneous metal items to be tested by the Testing Agency. 2. Contractor shall remove selected representative samples from the site and have the samples delivered to the laboratory of the approved Testing Agency. 3. On each of the 3 miscellaneous metal items the Testing Agency shall measure adhesion strength, hardness of paint coating, and coating thickness per ASTM standards listed in this Section. Contractor shall pay all costs of the work per- formed by the Testing Agency and shall have the Testing Agency submit reports CITY OF FORT WORTH East Pt Street Bridge Improvements CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Woven Wire Screen Section 32 3136 Page 5 of 7 1.7 directly to the Owner's Representative for review, analysis and direction. In the event that any of the tests performed on any of the 3 miscellaneous metal items by the Testing Agency indicates to the Owner's Representative that the require- ments have not been met, the Contractor shall remove all miscellaneous metal items from the site and have said items delivered to an approved paint shop for stripping of the painting finish, new surface preparation, and new paint finishing in accordance with the requirements of this Section at no additional cost to the Owner. 4. After completion of the re -painting operation, the Contractor shall have all mis- cellaneous metal items delivered to the Project site and reinstalled in accordance with the requirements of this Section at no additional cost to the Owner. D. The Contractor may choose to forgo the laboratory testing procedures describe above and have all miscellaneous metal items removed from the site, stripped, surface prepared and repainted in accordance with the requirements of this Section and delivered to the Project site and reinstalled in accordance with the requirements of this Specification at no addi- tional cost to the Owner. E. The Owner may employ an independent testing agency to perform tests, evaluations, and certifications of products used. Cooperate and permit samples of materials to be taken as they are used. DELIVERY, STORAGE AND HANDLING A. Deliver and store work as specified under this Section in a manner to prevent damage to surface finishes of metal items, wracking or stress of components, and to prevent me- chanical damage or damage by the elements. All stored materials and items shall be pro- tected from weather, careless handling and vandalism. B. Items which become rusted or damaged because of non-compliance with these conditions will be rejected and shall be replaced without additional cost to the Owner. C. Deliver work to the site in sufficient time to avoid delay in job progress and at such times as to permit proper coordination of the various parts. The Contractor shall be responsible for scheduling the delivery of all items so as to minimize on -site storage time prior to in- stallation. D. Deliver bolts and other small items required for erection of work under this Section bun- dled with their respective items. E. Touch-up materials brought to the site shall be stored in an approved location in manu- facturer's original sealed containers, bearing the manufacturer's standard label, indicating type and color. Materials shall be delivered in sufficient quantities in advance of the time needed in order that work will not be delayed in any way. 1.8 COORDINATION CITY OF FORT WORTH CONSTRUCTION SPECIFICATION DOCUMENTS East Pt Street Bridge Improvements Project Number 100575 Woven Wire Screen Section 32 3136 Page 6 of 7 A. The Work of this Section shall be completely coordinated with the Work of other Sec- tions. Verify dimensions and work of other trades which adjoin materials of this Section before installing items specified. B. Obtain all necessary templates and patterns required from other trades for proper execu- tion of work of this Section. Furnish to other trades items to be built into work of other Sections. Supervise installation of such built-in work. 1.9 GUARANTEE A. The Contractor shall furnish and deliver standard written manufacturer's guarantee in Owner's name covering all materials and workmanship under this Section in addition to, and not in lieu of, guarantee requirements set forth under Division 1, GENERAL REQUIREMENTS, and other liabilities which the Contractor may have by law or other provisions of the Contract Documents. B. Contractor shall pay for repairs of any damage to any part of the project caused by de- fects in the work of the miscellaneous metals fabricator and for any repair to the materials or equipment caused by replacement. All repairs are to be done to the satisfaction of the Owner's Representative. PART 2 - PRODUCTS 2.1 WOVEN WIRE FABRIC A. The woven wire fabric for the metal panels to be attached to existing bridge guard rail shall be carbon steel woven wire mesh 2 inch by 2 inch woven wire, .250 dia.2-3/4 Gauge, type A366/1008 Carbon Steel, double or lock crimp, plain/double weave. The mesh shall be powder coated black to match color of the existing bridge guard rail. Con- tractor shall verify that mesh material is suitable for powder coating. B. The mesh shall be as manufactured by: 1. Edward J. Darby & Son, 2200 N. 8th St., Philadelphia, PA 19133, phone 800-875-6374. www.darbywiremesh.com. 2. Marco Specialty Steel, 9140 Tavenor Ln., Houston TX 77075, phone 800-200-3047, www.macrospecialtysteel.com. 3. McNichols, 3540 W. Miller Rd., Garland TX 75041, phone 877-232-7884, wwwmcnich- ols.com. 2.2 METAL MATERIALS A. Steel material for steel framing shall conform to the requirements of ASTM A36. B. Steel shall be galvanized in accordance with ASTM A123. Hardware shall be galvanized in accordance with ASTM Al53. CITY OF FORT WORTH East Pt Street Bridge Improvements CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Woven Wire Screen Section 32 3136 Page 7 of 7 2.2 C. Fasteners and hardware for Cor-Ten steel sign (tree) shall be stainless steel meeting re- quirements of ASTM F593. POWDER COATING FOR FENCE PANELS, STEEL PLATE, AND MISC. HARDWARE A. All metal parts of the screen including metal frames, wire mesh, hardware, etc. shall be galvanized and treated in accordance with ASTM D7803. It shall be powder coated ac- cording to AAMA 2605 High Performance Organic Coatings. B. It shall meet the requirements of all other related ASTM, PCI, and other standards listed herein. PART 3 - EXECUTION 3.1 3.2 0.3 WOVEN WIRE MESH PANELS A. Erect panels in straight lines between angle points by skilled mechanics experienced in this type of construction. Erect in accordance with the Manufacturer's recommendations as approved and with these Specifications. B. Layout an attachment to the existing bridge guard rail shall conform to the requirements of the Contract Documents. Straight runs of panels shall be straight and true without visi- ble deviation. METAL GUARD RAIL FIELD MODIFICATIONS A. When cutting/drilling panels or posts adhere to the following steps to seal the exposed steel surfaces; 1) Remove all metal shavings from cut area. 2) Apply zinc -rich primer to thoroughly cover cut edge and/or drilled hole; let dry. 3) Apply 2 coats of custom finish paint matching fence color. Failure to seal exposed surfaces per steps 1-3 above will ne- gate warranty. WELDING All welds shall be flush and free of sharp edges, spurs, welding flux, etc., and shall con- form to AWS "Code for Welding in Building Construction." All welds shall be coated with cold ZRC galvanizing compound. END OF SECTION CITY OF FORT WORTH East Pt Street Bridge Improvements CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Native Seeding 32 92 13 Page 1 of 5 SECTION 32 92 13 NATIVE SEEDING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Furnishing and installing native seeding as shown on Drawings, or as directed. 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. Seeding a. Measurement 1) Measurement for this Item shall be by the square foot of seed spread. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square feet of hydroseeding placed for various installation methods. c. The price bid shall include: 1) Furnishing and placing all seed 2) Furnishing and applying water for seed fertilizer 3) Slurry and hydraulic mulching 4) Fertilizer 5) Watering (until established) 6) Disposal of surplus materials 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS A. Seed 1. Vendors' certification that seeds meet Texas State seed law including: a. Testing and labeling for pure live seed (PLS) b. Name and type of seed 2. All seed shall be tested in a laboratory with certified results presented to the City in writing, prior to planting. 3. All seed to be of the previous season's crop and the date on the container shall be within 12 months of the seeding date. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 Native Seeding 32 92 13 Page 2 of 5 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. A. Seed 1. If using native grass, seed must have been harvested within 100 miles of the construction site. 2. Each species of seed shall be supplied in a separate, labeled container for acceptance by the City. B. Fertilizer 1. Provide fertilizer labeled with the analysis. 2. Conform to Texas fertilizer law. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS AND EQUIPMENT A. Materials 1. Seed a. General 1) Plant all seed at rates based on pure live seed (PLS) a) Pure Live Seed (PLS) determined using the formula: (1) Percent Pure Live Seed = Percent Purity x [(Percent Germination + Percent Firm or Hard Seed) + 100] 2) Availability of Seed a) Substitution of individual seed types due to lack of availability maybe permitted by the City at the time of planting. b) Notify the City prior to bidding of difficulties locating certain species. 3) Weed seed a) Not exceed ten percent by weight of the total of pure live seed (PLS) and other material in the mixture b) Seed not allowed: (1) Johnsongrass (2) Nutgrass seed 4) Harvest seed within 1-year prior to planting b. Native Grass Seed 1) Plant between February 1 and October 1. Lbs. PLS/Acre Common Name Botanical Name 1.6 Green Sprangletop Leptochloa dubia 5.5 Sideoats Grama* Bouteloua curtipendula 3.7 Little Bluestein* Schizachyrium scoparium 17.0 Buffalograss Buchloe dactyloides 1.8 Indian Grass* Sorghastrum nutans CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 Native Seeding 32 92 13 Page 3 of 5 0.5 Sand Lovegrass* Eragrostis trichodes 6.0 Big Bluestem Andropogon gerardii 8.0 Eastern Grama Tripscacum dactyloides 1.2 Blue Grama Bouteloua gracilis 1.8 Switchgrass Panicum virgatum 10.0 Prairie Wildrye* Elymus canadensis 2. Mulch a. For use with conventional mechanical or hydraulic planting of seed. b. Wood cellulose fiber produced from virgin wood or recycled paper -by-products (waste products from paper mills or recycled newspaper). c. No growth or germination inhibiting factors. d. No more than ten percent moisture, air dry weight basis. e. Additives: binder in powder form. f. Form a strong moisture retaining mat. 3. Fertilizer a. Acceptable condition for distribution b. Applied uniformly over the planted area c. Analysis 1) 16-20-0 2) 16-8-8 d. Fertilizer rate: 1) Not required for wildflower seeding 2) Newly established seeding areas - 100 pounds of nitrogen per acre 3) Established seeding areas - 150 pounds of nitrogen per acre 4. Water: clean and free of industrial wastes or other substances harmful to the germination of the seed or to the growth of the vegetation. 5. Soil Retention Blanket a. "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, Arlington, Texas 76001, 1-800-777-SOIL or approved equal. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. Surface Preparation: clear surface of all material including: 1. Stumps, stones, and other objects larger than one inch. 2. Roots, brush, wire, stakes, etc. 3. Any objects that may interfere with seeding or maintenance. B. Tilling 1. Compacted areas: till 1 inch deep 2. Areas sloped greater than 3: 1: run a tractor parallel to slope to provide less seed/water run-off CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 Native Seeding 32 92 13 Page 4 of 5 3. Areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees. 3.4 INSTALLATION A. Seeding 1. General a. Seed only those areas indicated on the Drawings and areas disturbed by construction. b. Mark each area to be seeded in the field prior to seeding for City approval. 2. Hydromulching a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that: 1) Mixture is uniformly suspended to form a homogenous slurry. Mixture forms a blotter -like ground cover impregnated uniformly with grass seed. 2) Mixture is applied within 30 minutes after placed in the equipment. b. Placing 1) Uniformly distribute in the quantity specified over the areas shown on the Drawings or as directed. 3. Fertilizing: uniformly apply fertilizer over seeded area. 4. Watering a. Furnish water by means of temporary metering / irrigation, water truck or by any other method necessary to achieve an acceptable stand of turf as defined in 3.13.13. b. Water soil to a minimum depth of 4 inches within 48 hours of seeding. c. Water as direct by the City at least twice daily for 14 days after seeding in such a manner as to prevent washing of the slopes or dislodgement of the seed. d. Water until final acceptance. e. Generally, an amount of water that is equal to the average amount of rainfall plus 1/2 inch per week should be applied until accepted. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. Seeding 1. Water until completion and final acceptance of the Project or as directed by the Owner's representative. 2. Maintain the seeded area until each of the following is achieved: a. Vegetation is evenly distributed b. Vegetation is free from bare areas CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 Native Seeding 32 92 13 Page 5 of 5 B. Rejection 1. Owner may reject seeded area on the basis of weed populations. END OF SECTION CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 Aluminum Signs And Sign Posts 34 4130 Page 1 of 8 SECTION 34 4130 ALUMINUM SIGNS AND SIGN POSTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Aluminum signs installed on mast arms, signal poles, or steel posts. 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. Furnishing and Installing Ground Mounted Aluminum Sign and Post Assemblies a. Measurement 1) Measurement for this Item shall be per each assembly furnished and installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid for each "Furnish/Install Alum Sign Ground Mount' installed for: a) Various types c. The price bid shall include: 1) Fabrication of signs and posts 2) Treatment of sign panels required before application ofbackground materials 3) Application of the background materials and messages to the sign panels 4) Scheduling utility line locates 5) Furnishing and fabricating frames, windbeams, stiffeners, or required joint backing strips 6) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign support connections 7) Assembling and erecting the signs and posts 8) Preparing and cleaning the signs 2. Installing Ground Mounted Aluminum Sign and Post Assemblies a. Measurement 1) Measurement for this Item shall be per each assembly installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid for each "Install Alum Sign Ground Mount' installed. c. The price bid shall include: 1) Scheduling utility line locates CITY OF FORT WORTH East Pt Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Aluminum Signs And Sign Posts 34 4130 Page 2 of 8 2) Assembling and erecting the signs and posts 3) Preparing and cleaning the signs, furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign support connections 4) Assembling and erecting the signs 5) Preparing and cleaning the signs Installing Aluminum Signs Mounted on Existing Poles a. Measurement 1) Measurement for this Item shall be per each sign installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Install Alum Sign Ex. Pole Mount" installed. c. The price bid shall include: 1) Fabricating the aluminum sign 2) Furnishing and fabricating frames, windbeams, stiffeners, or required joint backing strips 3) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign support connections 4) Assembling and erecting the signs 5) Preparing and cleaning the signs 4. Removal of Signs a. Measurement 1) Measurement for this Item shall be per each sign panel removed, each sign panel and post removed, and each sign panel and post removed and reinstalled. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Remove Sign" for: a) Various types b) Various configurations c. The price bid shall include: 1) Removal of sign panel and post 2) Removal of sign panel 3) Backfill 4) Excavation 5) Returning materials to the City as specified in the plans 6) Cleaning sign panel if sign is to be reinstalled 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Standard Testing Materials (ASTM) a. ASTM B209-07— "Standard Specification for Aluminum and Aluminum -Alloy Sheet and Plate". b. ASTM D4956 — 09el —"Standard Specification for Retroreflective Sheeting for Traffic Control". CITY OF FORT WORTH East Pt Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Aluminum Signs And Sign Posts 34 4130 Page 3 of 8 c. ASTM A 10 11 / A1011- 10 — "Standard Specification for Steel, Sheet and Strip, Hot -Rolled, Carbon, Structural, High -Strength Low -Alloy, High -Strength Low - Alloy with Improved Formability, and Ultra -High Strength". d. ASTM B 117-09 — "Standard Practice for Operating Salt Spray (Fog) Apparatus". e. AASHTO M 120-08 — "Standard Specification for Zinc". 3. Texas Manual on Uniform Traffic Control Devices 4. Item 644, Small Roadside Sign Supports and Assemblies, Texas Department of Transportation, Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] fl-�Y113uIY0ky.,I M A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Shop Drawings 1. Submit 5 sets of sign shop drawings to City Traffic Services Department for approval prior to fabrication. 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 A. Delivery and Acceptance Requirements 1. Signs and parts shall be properly protected so that no damage or deterioration occurs during a prolonged delay from the time of shipment until installation. 2. The Contractor shall secure and maintain a location to store the material in accordance with Section 0150 00. B. Storage and Handling 1. Ship, handle, and store completed sign blanks and completed signs so that corners, edges, and faces are not damaged. 2. Damage to the sign face that is not visible when viewed at a distance of 50 feet, night and day, will be acceptable. 3. Replace unacceptable signs. 4. Store all finished signs off the ground and in a vertical position until erected. 5. Store finished signs 60 inches x 60 inches or smaller in a weatherproofbuilding. 6. Larger signs may be stored outside. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Aluminum Signs And Sign Posts 34 4130 Page 4 of 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 PRODUCTS TO BE PURCHASED FROM THE CITY A. Refer to Drawings and Contract Documents to determine if any Items are to be purchased from the City and installed by the Contractor. B. Items eligible for purchase from the City include: 1. Aluminum Signs as shown on the Drawings. 2.2 MATERIALS A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List willbe considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Sign blanks 1. Sign blanks shall be new, un-weathered, milled, rolled and finished aluminum alloy meeting Specifications for 5052H38 as outlined in ASTM B 209 — 02a. 2. Sign blanks shall be free of buckle, crevice, warp, dent, cockles, burrs, corrosion, dirt, grease, oil, white rust, fingerprints and/or other irregularities. 3. Sign blanks shall be degreased and etched according to industry standards and shall have an alodined finish applied per MIL-05541 Class IA. 4. The thickness of each sign blank shall be uniform throughout. C. Sign sheeting Acrylic overlay film a. This film shall be applied to Type I, Type II, Type IV, Type IX, and other retroreflective sheeting for permanent signing. b. The film shall be equal to or better than 3M Scotchlite ElectroCut Film Series 1170. c. Film shall be: 1) Durable 2) Transparent 3) Acrylic 4) Electronic-cuttable 5) Coated with a transparent, pressure sensitive adhesive 6) Have a removable synthetic liner — paper liner is not acceptable d. Film colors can include yellow, green, blue, brown, red, and orange. 2. Non -reflective vinyl film a. This film shall be applied to Type IV, Type XI (DG3) retroreflective sheeting for permanent signing. The film shall be equal to or better than 3M Scotchcal ElectroCut Film Series 7725. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Aluminum Signs And Sign Posts 34 4130 Page 5 of 8 b. Film shall be: 1) Durable 2) 2 mil opaque cast vinyl 3) Coated with a transparent, pressure -sensitive adhesive 4) Have a removable synthetic liner — paper line is not acceptable c. Film colors can include yellow, green, blue, brown, red, and orange. 3. High intensity prismatic retroreflective sheeting with adhesive backing shall: a. Be combined with other components for permanent signing b. Typically be an unmetallized microprismatic lens retroreflective element material c. Have a smooth outer surface that essentially has the property ofthe retroreflector over its entire surface 1) The adhesive backing shall be pressure -sensitive, require no heat, solvent or other preparation for the adhesion to smooth, clean surfaces. d. Be equal to or better than 3M Series 3930 e. Be of colors including white, yellow, green, red, blue, and brown 4. Super -high efficiency full cube retroreflective sheeting with pressure sensitive adhesive shall: a. Be combined with other components for permanent signing b. Be a super -high efficiency, full cube retroreflective sheeting having the highest retroreflectivity characteristics at medium and short road distances. c. Typically be a microprismatic retroreflective element material d. Have a smooth outer surface that essentially has the property ofretroreflector over its entire surface 1) The adhesive backing shall be pressure -sensitive, require no heat, solvent or other preparation for adhesion to smooth, clean surfaces. e. Be equal to or better than 3M Series 4000 f. Be of colors including white, yellow, green, red, blue, brown, fluorescent yellow, fluorescent yellow green, and fluorescent orange D. Telescoping Steel Sign Post 1. Posts and anchors shall conform to the Standard Specifications for Hot Rolled Carbon Sheet Steel, Structural Quality ASTM designation A1011 / A1011-10. 2. Posts and anchors shall carry minimum certifiable 60,000 psi yield strength. 3. All posts and anchors shall be manufactured from raw steel, formed and welded on the corner prior to receiving a triple coat protection of inline hot -dipped, galvanized zinc per AASHTO M-120-08 (0.8 ounces per square foot) followed by a chromate conversion coating and a cross -linked polyurethane acrylic exterior coating. 4. The interior shall receive a double coat of zinc based organic coating, tested in accordance with ASTM B-117-09. E. Hardware 1. Use galvanized steel, stainless steel, or dichromate -sealed aluminum for bolts, nuts, washers, lock washers, screws, and other sign assembly hardware. 2. Use plastic or nylon washers to avoid tearing the reflective sheeting. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Aluminum Signs And Sign Posts 34 4130 Page 6 of 8 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 FABRICATION A. Sign blanks 1. Furnish sign blanks to the sizes and shapes shown on the Drawings and that are free of buckles, warps, burrs, dents, cockles, or other defects. 2. Do not splice individual extruded aluminum panel. 3. Complete the fabrication of sign blanks, including the cutting and drilling or punching of holes, before cleaning and degreasing. 4. After cleaning and degreasing, ensure that the substrate does not come into contact with grease, oils, or other contaminants before the application of the reflective sheeting. B. Sign sheeting 1. Use reflective sheeting from the same manufacturer for the entire face of a sign. 2. Apply sheeting to sign blanks in conformance with the recommended procedures of the sheeting manufacturer. 3. Clean and prepare the outside surface of extruded aluminum flanges in the same manner as the sign panel face. 4. Minimize the number of splices in the sheeting. 5. Overlap the lap -splices by at least 1/4 inch. 6. Provide a 1-foot minimum dimension for any piece of sheeting. 7. Do not splice sheeting for signs fabricated with transparent screen inks or colored transparent films. C. Sign messages 1. Fabricate sign messages to the sizes, types, and colors shown on the Drawings. 2. Use sign message material from the same manufacturer for the entire message ofa sign. 3. Ensure that the screened messages have clean, sharp edges and exhibit uniform color and reflectivity. 4. Prevent runs, sags, and voids. D. Telescoping steel sign posts 1. Permissible variation in straightness is 1/16 inch in 3 feet. 2. Tolerances are on the outside size. CITY OF FORT WORTH East I" Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Aluminum Signs And Sign Posts 34 4130 Page 7 of 8 Measurements for outside dimensions shall be made at least 2 inches from end of tube. Nominal Outside Dimensions (inches) Outside Tolerance at all Side Corners (inches) 1 1/2 X 1 1/2 f0.006 1 3/4 X 1 3/4 ±0.008 2 X 2 f0.008 2 1/4 X 2 1/4 ±0.010 2 1/2 X 2 1/2 ±0.010 3. Permissible variation in wall thickness is plus 0.011 inches, minus 0.008 inches. 4. Measured in the center of the flat side tolerance is f 0.01 inch applied to the specific size determined at the corner. 5. Squareness of Sides and Twist Nominal Squareness Twist Permissible in 3 Outside Tolerance inches Lengths Dimensions (inches) (inches) (inches) 1 %2 X 1 1/2 f0.009 0.050 1 3/4 X 1 3/4 f0.010 0.062 2 X 2 f0.012 0.062 2 1/4 X 2 1/4 f0.014 0.062 2 1/2 X 2 1/2 f0.015 0.075 6. All top posts must be capable of fracturing at the point of connection with a single anchor, when impacted, in such a manner that the piece inside of the anchor can be removed so as to allow the anchor to receive a new top post. 7. The shape of all posts and anchors shall be square and straight with smooth tubing welded in one corner with a tolerance that permits telescoping of the next larger or small size, in 1/4-inch increments. 8. All anchors shall be 12 gauge with holes that are fully perforated 7/16-inch diameter on 1-inch centers for at least the top 4 inches of the anchor while being truly aligned in the center of the section. CITY OF FORT WORTH East lst Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Aluminum Signs And Sign Posts 34 4130 Page 8 of 8 9. All top posts shall be 14 gauge with holes that are die embossed knockouts on f- inch centers for the entire length of the post and truly aligned in the center of section. 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 A. Wash completed signs with a biodegradable cleaning solution acceptable to the manufacturers of the sheeting, colored transparent film, and screen ink to remove grease, oil, dirt, smears, streaks, finger marks, and other foreign material. B. Wash again before final inspection after erection. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH East ls` Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Traffic Control 34 71 13 Page 1 of 5 SECTION 34 7113 TRAFFIC CONTROL PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans 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 Installation of Traffic Control Devices a. Measurement 1) Measurement for Traffic Control Devices shall be per month for the Project duration. a) A month is defined as 30 calendar days. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for "Traffic Control". c. The price bid shall include: 1) Traffic Control implementation 2) Installation 3) Maintenance 4) Adjustments 5) Replacements 6) Removal 7) Police assistance during peak hours 2. Portable Message Signs a. Measurement 1) Measurement for this Item shall be per week for the duration of use. b. Payment 1) The work performed and materials furnished in accordance to this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per week for "Portable Message Sign" rental. c. The price bid shall include: 1) Delivery of Portable Message Sign to Site 2) Message updating 3) Sign movement throughout construction 4) Return of the Portable Message Sign post -construction CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised November 22, 2013 Traffic Control 34 71 13 Page 2 of 5 Preparation of Traffic Control Plan Details a. Measurement 1) Measurement for this Item be per each Traffic Control Detail prepared. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Traffic Control Detail" prepared. c. The price bid shall include: 1) Preparing the Traffic Control Plan Details for closures of 24 hours or longer 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 4) Incorporation of City comments 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of Transportation, Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges. 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to implementing Traffic Control within 500 feet of a traffic signal. B. Sequencing 1. Any deviations to the Traffic Control Plan included in the Drawings must be first approved by the City and design Engineer before implementation. 1.5 SUBMITTALS A. Provide the City with a current list of qualified flaggers before beginning flagging activities. Use only flaggers on the qualified list. B. Obtain a Street Use Permit from the Street Management Section of the Traffic Engineering Division, 311 W. 1 Otb Street. The Traffic Control Plan (TCP) for the Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set. A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional Engineer. 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. E. Lane closures 24 hours or longer shall require a site -specific traffic control plan. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised November 22, 2013 Traffic Control 34 71 13 Page 3 of 5 F. Contractor responsible for having a licensed Texas Professional Engineer sign and seal changes to the Traffic Control Plan(s) developed by the Design Engineer. G. Design Engineer will furnish standard details for Traffic Control. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 ASSEMBLIES AND MATERIALS A. Description 1. Regulatory Requirements a. Provide Traffic Control Devices that conform to details shown on the Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control Device List (CWZTCDL). 2. Materials a. Traffic Control Devices must meet all reflectivity requirements included in the TMUTCD and TxDOT Specifications — Item 502 at all times during construction. b. Electronic message boards shall be provided in accordance with the TMUTCD. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 EXAMINATION [NOT USED] 3.2 PREPARATION A. Protection of In -Place Conditions 1. Protect existing traffic signal equipment. 3.3 INSTALLATION A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on the Drawings and as directed. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised November 22, 2013 Traffic Control 34 71 13 Page 4 of 5 B. Install Traffic Control Devices straight and plumb. C. Do not make changes to the location of any device or implement any other changes to the Traffic Control Plan without the approval of the Engineer. 1. Minor adjustments to meet field constructability and visibility are allowed. D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 1. Corrective action includes but is not limited to cleaning, replacing, straightening, covering, or removing Devices. 2. Maintain the Devices such that they are properly positioned, spaced, and legible, and that retroreflective characteristics meet requirements during darkness and rain. E. If the Inspector discovers that the Contractor has failed to comply with applicable federal and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, lights, signs, or other precautionary measures for the protection of persons or property), the Inspector may order such additional precautionary measures be taken to protect persons and property. F. Subject to the approval of the Inspector, portions of this Project, which are not affected by or in conflict with the proposed method of handling traffic or utility adjustments, can be constructed during any phase. G. Barricades and signs shall be placed in such a manner as to not interfere with the sight distance of drivers entering the highway from driveways or side streets. H. To facilitate shifting, barricades and signs used in lane closures or traffic stagingmay be erected and mounted on portable supports. 1. The support design is subject to the approval of the Engineer. I. Lane closures shall be inaccordance with the approved Traffic Control Plans. J. If at any time the existing traffic signals become inoperable as a result of construction operations, the Contractor shall provide portable stop signs with 2 orange flags, as approved by the Engineer, to be used for Traffic Control. K. Contractor shall make arrangements 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). L. Flaggers 1. Provide a Contractor representative who has been certified as a flagging instructor through courses offered by the Texas Engineering Extension Service, the American Traffic Safety Services Association, the National Safety Council, or other approved organizations. a. Provide the certificate indicating course completion when requested. b. This representative is responsible for training and assuring that all flaggers are qualified to perform flagging duties. 2. A qualified flagger must be independently certified by 1 of the organizations listed above or trained by the Contractor's certified flagging instructor. 3. Flaggers must be courteous and able to effectively communicate with the public. 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals and follow the flagging procedures set forth in the TMUTCD. CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised November 22, 2013 Traffic Control 34 71 13 Page 5 of 5 5. Provide and maintain flaggers at such points and for such periods of time as maybe required to provide for the safety and convenience of public travel and Contractor's personnel, and as shown on the Drawings or as directed by the Engineer. a. These flaggers shall be located at each end of the lane closure. M. Removal 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights and other Traffic Control Devices used for work -zone traffic handling in a timely manner, unless otherwise shown on the Drawings. 3.4 REPAIR / RESTORATION [NOT USED] 3.5 RE -INSTALLATION [NOT USED] 3.6 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.7 SYSTEM STARTUP [NOT USED] 3.8 ADJUSTING [NOT USED] 3.9 CLEANING [NOT USED] 3.10 CLOSEOUT ACTIVITIES [NOT USED] 3.11 PROTECTION [NOT USED] 3.12 MAINTENANCE [NOT USED] 3.13 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH East I' Street Bridge Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number 100575 Revised November 22, 2013