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Home My WebLink AboutContract 45678 (2)C9TY SE�f�'!'� C�lTRACT �. t �, �,,�_�� Water Main Extensions, Replacements and Relocations CONTRACT 2013A City Project No. 02035 TPW / DOE # 7167 WATER PROJECT NO. P265-601150203583 j --:. �'��.. , ! .. � �� _� _��_ ::/� :1� �.. # �' ". .� 5 �e � .;3 .�.c .' 1✓ . ��...�.J��✓�� . '� y '..i�c ,, �� . . �'1�,I�A�0�1D�p'ER �� _ �73,�', s�, 3 k `F- � , . I ��tr+<. . :..r —� �'��// �� / � , �FFIC�G►[� i�ECOR[� , CIT�' ��T��'�' R E C E I V�� J U N� 9 201� �a �� '� c�ty Of Fo�t wo�tn, re�as Mayor and Council Communication DATE: Tuesday, June 10, 2014 LOG NAME: 60W2013A-CONATSER SUBJECT: Authorize Execution of a Contract with Conatser Construction TX, LP, in the Amount of $2,000,000.00 for Water Main Extensions, Replacements and Relocations Contract 2013A at Various Locations Throughout the City of Fort Worth, Provide for Project Costs and Contingencies for a Project Total in the Amount of $2,223,300.00 and Adopt Appropriation Ordinance (ALL COUNCIL DISTRICTS) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $2,223,300.00 from the Water and Sewer Operating Fund to the Water Capital Projects Fund; 2. Adopt the attached Appropriation Ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of $2,223,300.00; and 3. Authorize the City Manager to execute a contract with Conatser Construction TX, LP, in the amount of $2,000,000.00 for water main extensions, replacements and relocations Contract 2013A. DISCUSSION: The work to be performed under this contract consists of replacing and/or relocating the water mains, services, and other pertinent construction required to provide water service to individual customers or developers. The bid documents included a stipulation that the total quantities listed may not reflect actual quantities and that the amount budgeted for the projects is $2,000,000.00. Final payments will be made based on actual measured quantities. REFERENCE NO.: C-26837 The project was advertised on March 13, 2014 and March 20, 2014 in the Fort Worth Star-Telegram. On April 10, 2014 the following bids were received: : �� ; � � ` �iT�C•�i■ ! TIME OF CONTRACT'. natser Construction TX, LP liam J Schultz Inc. kins Brothers Equipment Co, Inc $2,497,225.00 $2,661,850.00 $3,995,450.00 �5 Calendar Days M/WBE Office - Conatser Construction TX, LP, is in compliance with the City's M/WBE Ordinance by committing to 10 percent M/WBE participation. The City's goal for this project is 10 percent. In addition to the contract cost, $163,300.00 is required for design/construction staking, inspection, material testing, R.O.W. land costs, survey, utility coordination and as-built mapping; and $60,000.00 is provided for project contingencies. Logname: 60W2013A-CONATSER Page 1 of 2 FISCAL INFORMATION / CERTIFICATION: The Financial Management Services Director certifies that upon approval of the above recommendations and the adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Water Capital Projects Fund. FUND CENTERS: TO Fund/Account/Centers 1&2)P253 476045 6011502035ZZ 2)P253 511010 601150203530 2)P253 541100 601150203541 2)P253 531350 601150203542 2)P253 531200 601150203551 � P253 531350 601150203551 2)P253 531200 601150203581 2)P253 531350 601150203552 2) P253 531350 601150203553 2) P253 531350 601150203573 2) P253 511010 601150203580 2) P253 533010 601150203581 2) P253 533030 601150203581 2) P253 533040 601150203581 2) P253 541200 601150203583 2) P253 531200 601150203584 2) P253 531350 601150203584 2) P253 531350 601150203585 2) P253 531350 601150203591 2) P253 531350 601150203592 2)P253 511010 601150203593 2)P253 531350 601150203594 CERTIFICATIONS: FROM Fund/AccountlCenters $2,223,300.00 1) PE45 538070 0609020 $70,000.00 3) P253 541200 601150203583 5 000.00 5 000.00 5 000.00 3 000.00 5 000.00 $10,000.00 5 000.00 1 000.00 5 000.00 300.00 5 000.00 1 000.00 $2,060,000.00 7 000.00 2 000.00 $30,000.00 1 000.00 1 000.00 1 000.00 1 000.00 Submitted for City Manager's Office by; Originating Department Head: Additional Information Contact: Fernando Costa (6122) S. Frank Crumb (8207) Adolfo Lopez (7829) ATTACHMENTS 1. 60W2013A-CONATSER P253 AO.docx (Public) 2. FAR-00001 CIP#02035 P253.pdf (CFW Internal) 3. PE45-53ZZZZ-0609020.docx (CFW Internal) 4. W2013A Conatser Compliance Memo.pdf (CFW Internal) Lognaine: 60W2013A-CONATSER $2.223,300.00 $2,000,000.00 Page 2 of 2 CITY OF FOR T WOR TH, TE��AS WATER MAIN EXTENSIONS, REPLACEMENTS AND RELOCATIONS CONTRACT 2013A PROJECT NUMBER: WATER —P265-601X50203583 TPW/DDE No. 7167 CITYPROJECT No. 02035 S. FR�] NK CR UMB, P.E. DIRECTOR WATER DEPARTMENT 2014 .�- : , .� ANDREW T. CRONBERG, P.E, ASSISTANT � APPROVED � �-� � t c� G� TONYSHOLOL.4, P.E., PROGRAMM NAGER, WATER DEPARTMENT �� WATER � 3 i� l� � 000000-i TABLE OF CONTENTS Page 1 of 5 2 3 4 5 6 7 8 9 lo il 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 00 00 TABLE OF CONTENTS 00 05 10 00 05 15 00 11 13 00 21 13 00 35 13 00 41 00 00 42 43 00 43 13 00 43 37 00 45 11 00 45 12 00 45 13 00 45 26 00 45 40 00 45 41 00 52 43 00 61 13 00 61 14 00 61 19 00 61 25 00 72 00 00 73 00 Mayor and Council Communication Addenda Invitation to Bidders Instructions to Bidders Conflict of Interest Affidavit Bid Form Proposal Form Unit Price Bid Bond Vendor Compliance to State Law Nonresident Bidder Bidders Prequalifications Prequalification Statement Bidder Prequalification Application Contractor Compliance with Workers' Compensation Law Minority Business Enterprise Goal Small Business Enterprise Goal Agreement Performance Bond Payment Bond Maintenance Bond Certificate of Insurance General Conditions Supplementary Conditions Division 01 - General Requirements 01 11 00 01 25 00 01 31 19 01 32 33 01 33 00 01 35 13 01 45 23 01 50 00 01 55 26 01 57 13 01 60 00 O1 66 00 01 70 00 01 71 23 01 74 23 01 77 19 01 78 23 01 78 39 Summary of Work Substitution Procedures Preconstruction Meeting Preconstruction Video Submittals Special Project Procedures Testing and Inspection Services Temporary Facilities and Controls Street Use Permit and Modifications to TrafFic Control Storm Water Pollution Prevention Plan Product Requirements Product Storage and Handling Requirements Mobilization and Remobilization Construction Staking and Survey Cleaning Closeout Requirements Operation and Maintenance Data Project Record Documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WMERR2013A City Project No. 2035 000000-3 TABLE OF CONTENTS Page 3 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1s 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Division 31 - Earthwork 31 10 00 31 23 16 31 23 23 31 24 00 31 25 00 31 36 00 31 37 00 Site Clearing Unclassified Excavation Borrow Embankments Erosion and Sediment Control Gabions Riprap Division 32 - Exterior Improvements 32 01 17 32 01 18 32 01 29 32 11 23 32 11 29 32 11 33 32 12 16 32 12 73 32 13 13 32 13 20 32 13 73 32 14 16 32 16 13 32 17 23 32 17 25 32 31 13 32 31 26 32 31 Z9 32 32 13 32 91 19 32 92 13 32 93 43 Permanent Asphalt Paving Repair Temporary Asphalt Paving Repair Concrete Paving Repair Flexible Base Courses Lime Treated Base Courses Cement Treated Base Courses Asphalt Paving Asphalt Paving Crack Sealants Concrete Paving Concrete Sidewalks, Driveways and Barrier Free Ramps Concrete Paving Joint Sealants Brick Unit Paving Concrete Curb and Gutters and Valley Gutters Pavement Markings Curb Address Painting Chain Fences and Gates Wire Fences and Gates Wood Fences and Gates Cast-in-Place Concrete Retaining Walls Topsoil Placement and Finishing of Parkways Hydro-Mulching, Seeding, and Sodding Trees and Shrubs Division 33 - Utilities 33 01 30 33 01 31 33 03 10 33 04 10 33 04 11 33 04 12 33 04 30 33 04 40 33 04 50 33 05 10 33 05 12 Sewer and Manhole Testing Closed Circuit Television (CCTV) Inspection Bypass Pumping of Existing Sewer Systems Joint Bonding and Electrical Isolation Corrosion Control Test Stations Magnesium Anode Cathodic Protection System Temporary Water Services Cleaning and Acceptance Testing of Water Mains Cleaning of Sewer Mains Utility Trench Excavation, Embedment, and Backfill Water Line Lowering CITY OF FORT WORTH STANDt1RD CONSTRUCTION SPECIFICATION DOCUMENTS WMERR2013A City Project No. 2035 000000-s TABLE OF CONTENTS Page 5 of 5 1 2 3 4 s 6 7 8 9 10 11 12 13 14 1s 16 17 18 19 20 21 22 23 24 25 Division 34 - Transportation 34 41 10 TrafFic Signals 34 41 11 Temporary Traffic Signals 34 41 13 Removing Traffic Signals 34 41 15 Rectangular Rapid Flashing Beacon 34 41 16 Pedestrian Hybrid Signal 34 41 20 Roadway Illumination Assemblies 34 41 30 Aluminum Signs 34 71 13 Traffic Control Appendix GC-4,01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WMERR2013A City Project No. 2035 001113-1 INVITATION TO BTDDERS Page 1 of 2 2 3 4 s 6 7 8 9 lo 11 12 13 14 15 16 17 Is 19 20 ar 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 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Sealed bids for the construction of Water Main Extension, Replacements and Relocations Contract 2013A, Water Project No. P265-601150203583, City Proj. No. 2035 will be received by the City of Fort Worth Purchasing Office: City of Fort Worth Purchasing Division 1000 Throckmorton Street Fort Worth, Texas 76102 until {1:30 P.M. CST, Thursday, April 10, 2014}, and bids will be opened publicly and read aloud at 2:00 PM CST in the Council Chambers. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: 6" - 16" water mains and water services. PREQUALIFICATION The improvements included in this project must be performed by a contractor who is pre-qualified by the City at the time of bid opening. The procedures for qualification and pre-qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http://www.fortworthgov.org/purchasing� and clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from Fort Worth Water Dept., Design Services 927 Taylor St. Fort Worth Texas 76102 There is no cost of Bidding and Contract Documents CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. CITY OF FORT WORTH STANDARll CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 WMERR2013A City Project No. 2035 00i113-2 INVITATION TO BIDDERS 1 INQUIRIES 2 All inquiries relative to this procurement should be addressed to the following: 3 Attn: Adolfo Lopez, City of Fort Worth 4 Email: adolfo.lopez@fortworthtexas.gov 5 Phone:817-392-7829 6 AND/OR 7 Attn: Jim Deeter, City of Fort Worth s Email: jim.deeter@fortworthtexas.gov 9 Phone:817-392-7803 lo i l ADVERTISEMENT DATES 12 March 13, 20.T 4 13 March 20, 2014 14 15 FN(,) (1F CF['TTl1N CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS Revised Ju(y 1, 2011 Page 2 of 2 WMERR2013A City Project No. 2035 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 11 1 2 3 4 5 6 7 s 9 io li 12 13 14 15 16 17 ls 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 21 13 INSTRUCTIONS TO BIDDERS 1. Defined Terms 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 Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. Z.2. City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. All Bidders and their subcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids received from contractors who are not prequalified (even if inadvertently opened) shall not be considered. Prequalification requirement work types and documentation are as follows: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 W M ERR2013A City Project No. 2035 00 21 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 11 1 3.1.1. Water and Sanitary Sewer — Requirements document located at; 2 https://�roiectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 3 %20Construction%20Documents/Contractor%20Prequalification/Water%20 4 and%20Sanitary%20Sewer%20Contractor%20Prequalification%20Proqram s /WSS%20prequal%20requirements.doc?public 6 � 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City s within seven (7) calendar days prior to Bid opening, the documentation � •,�t„n�;�„a � c„��„r nn n� � i QTIIIICDC DDC(ll IAI TCT/"ATT(1NC 7 �UCIIIIIIGU I11 JGI.LIVII VV T✓ li� V1VVI..,i\J �1\LI.LV!'1L111\../'�IlV1VJ. 1� 11 3.3. Submission of and/or questions related to prequalification should be addressed 12 to the City contact as provided in Paragraph 6.1. 13 14 The City reserves the right to require any pre-qualified contractor who is the Is apparent low bidder(s) for a project to submit such additional information as the 16 City, in its sole discretion may require, including but not limited to manpower �� and equipment records, information about key personnel to be assigned to the 1g project, and construction schedule, to assist the City in evaluating and assessing 19 the ability of the apparent low bidder(s) to deliver a quality product and 2o successfully complete projects for the amount bid within the stipulated time 21 frame. Based upon the City's assessment of the submitted information, a 22 recommendation regarding the award of a contract will be made to the City 23 Council. Failure to submit the additional information, if requested, may be 24 grounds for rejecting the apparent low bidder as non-responsive. Affected 2s contractors will be notified in writing of a recommendation to the City Council. 26 27 3.4. In addition to prequalification, additional requirements for qualification may be 2g required within various sections of the Contract Documents. 29 3.5. 3o Special qualifications required for this project include the following: 31 The Time of Completion of each individual work order in an essential element of 32 this contract. Each work order issued will have the maximum allowed number of 33 calendar days allowed for the completion of that specific work, 34 Single or several Work Orders may be issued at one time. The Contractor shall 3s initiate work within seven (7) working days of the date the Work Order is issued 36 to the Contractor, and continue work on the Work Order until it has been 3� completed, not including paving. The Contractor shall furnish and suppiy 3s suffiicient equipment and personnel to complete the Work Order in the amount of 39 time provided for in the Work Order. Should the Contractor fail to start any Work 4o Order within the time specified, he shall add the necessary work crews and 41 equipment to prosecute the work to complete the Work Order or Work Orders in 42 the time provided therefore. Should the contractor fail to complete an individuai 43 work order in the given amount of calendar days as specified on each individual 44 work order, liquidated damage charges will be subtracted from the final pay 45 estimate of that particular work order. The estimated amount for each particular 46 work order will be used for determining the amount of damages charged per 47 calendar day of time exceeding the specified amount. 48 CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised November 27, 2012 1 2 3 4 5 6 � g 9 lo 11 12 13 14 Is 16 1� 1g 19 20 21 22 23 24 2s 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 00 21 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 11 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder shall: 4.1.1. Examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may afFect cost, progress, performance or furnishing of the Work. 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. Study all: (i) reports of explorations and tests of subsurFace conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.5. . Be advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.6. Perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. On request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 WMERR2013A City Project No. 2035 00 21 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of i l 1 4.1.7. Determine the difficulties of the Work and all attending circumstances 2 affecting the cost of doing the Work, time required for its completion, and 3 obtain all information required to make a proposal. Bidders shall rely 4 exclusively and solely upon their own estimates, investigation, research, s tests, explorations, and other data which are necessary for full and 6 complete information upon which the proposal is to be based. It is � understood that the submission of a proposal is prima-facie evidence that a the Bidder has made the investigation, examinations and tests herein .J !"1.-.:....... F.... .�l.�7��-�.....-.I i-:...�. .d� �.. �.. ' i-:...,... L...+,......Y. 7 I CI.�UII CU. I.IQII I IJ I VI QUUIIIVI IQI l.Vl I I�.JCI IJQUVI I UUG W VCII IaIIVI IJ vc�vvcci i 10 conditions actually encountered in construction and as indicated in the ll Contract Documents will not be allowed. 12 13 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in 14 or between the Contract Documents and such other related documents. The Is Contractor shall not take advantage of any gross error or omission in the 16 Contract Documents, and the City shall be permitted to make such 1� corrections or interpretations as may be deemed necessary for fulfiliment of 1s the intent of the Contract Documents. 19 20 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for 21 identification of: 22 23 4.2.1. those reports of explorations and tests of subsurface conditions at or 24 contiguous to the site which have been utilized by City in preparation of the 2s Contract Documents. The logs of Soil Borings, if any, on the plans are for 26 general information only. Neither the City nor the Engineer guarantee that 2� the data shown is representative of conditions which actually exist. 2s 29 4.2.2. those drawings of physical conditions in or relating to existing surface 3o and subsurface structures (except Underground Facilities) which are at or 31 contiguous to the site that have been utilized by City in preparation of the 32 Contract Documents. 33 34 4.2.3. copies of such reports and drawings will be made available by City to any 3s Bidder on request. Those reports and drawings may not be part of the 36 Contract Documents, but the "technical data" contained therein upon which 3� Bidder is entitled to rely as provided in Paragraph 4.02. of the General 3g Conditions has been identified and established in Paragraph SC 4.02 of the 39 Supplementary Conditions. Bidder is responsible for any interpretation or 4o conclusion drawn from any "technical data" or any other data, 41 interpretations, opinions or information. 42 CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised November 27, 2012 00 21 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 11 1 2 3 4 s 6 � g 9 lo 11 12 13 14 ts 16 17 is 19 20 �i 22 23 24 2s 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. 5.1. The lands upon which the Work is to be perfiormed, rights-of-way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award�of contract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence construction without all executed right-of-way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 WMERR2013A City Project No. 2035 00 21 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 11 1 2 3 4 s 6 � s � 7 lo 11 12 13 14 1s 16 17 is 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 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 a�+.,r naa.,..a., , ,:ii t.,. �.:�a�r.. n�.,i .,ra „�t,,,� �r�„�r�.,�--,��,.r,. „ ,.�.,,.�fi...,��.�,,. vvi ��ci i r�uuci wa vviu uc vn iuu i�. vi ai ai �u v�� ici u i�ci �i c�a�ivi �� vi �,iai ii i�a�ivi i� will be without legal effect. Address questions to: City of Fort Worth 1000 Throckmorton Street Fort Worth, TX 76102 Attn: Adolfo Lopez, Fort Worth Water Dept. Fax: 817-392-2527 Email: adolfo.lopez@fortworthtexas.gov Phone: 817-392-7829 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 Buzzsaw at: https://projectpoint. buzzsaw.com/client/fortworthgov/Infrastructure Projects/02035-Water Main Extensions, Replacements and Relocation Contract 2013A 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 7. Bid Security 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the requirements of Paragraphs 5.01 of the General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 WMERR2013A City Project No. 2035 00 21 13 - 7 INSTRUCTIONS TO BIDDERS Page 7 of 11 1 2 3 4 5 6 � 8 9 lo 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 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 forfieiture 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. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10.Substitute and "Or-Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or-equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or-equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 01 25 00 of the General Requirements. 11.Subcontractors, Suppliers and Others 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020-12-2011 (as amended), the City has goals for the participation of minority business and/or small business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE and SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or Good Faith Effort Form with documentation and/or Joint Venture Form as appropriate. The Forms including documentation must be received by the City no later than 5:00 P.M. CST, five (5) City business days after the bid opening date. The Bidder shall obtain a receipt from the City as evidence the documentation was received. Failure to comply shall render the bid as non-responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection. CITY OF FORT WORTH STANDAR.D CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 WMERR2013A City Project No. 2035 00 21 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 11 1 2 3 4 5 6 � s 7 10 11 12 13 14 is 16 1� ls 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 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each Bid item, -,I�-.. -.Fi. .,.-I .-,7�- �-. ��-.�+ I��I-.�.-I i-M� Tr +hr� �f nr�i-i�n�l ai�ci i iauJc� ai �u ui ii� Ni iCc itc� i i no�cu �i ici cii i. i� i �� c Cu'Si, vi v��ivi iui alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, written in ink in both words and numerals, for which the Bidder proposes to do the work contemplated or furnish materials required. All prices shall be written legibly. In case of discrepancy between price in written words and the price in written numerals, the price in written words shall govern. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be afFixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The ofFicial address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the ofFicial address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and o�cial 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 W M ERR2013A City Project No. 2035 00 21 13 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 11 1 2 3 4 5 6 7 s 9 io 11 12 13 14 15 16 17 Is 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 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. 14.2. Bidders may modify their Bid by electronic communication at any time prior to the time set for the closing of Bid receipt. 15.Opening of Bids Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16.Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised November 27, 2012 00 21 13 - 10 INSTRUCTIONS TO BIDDERS Page 10 of i l 2 17.Evaluation of Bids and Award of Contract 3 17.1. City reserves the right to reject any or all Bids, including without limitation 4 the rights to reject any or all nonconforming, nonresponsive, unbalanced or s conditional Bids and to reject the Bid of any Bidder if City believes that it 6 would not be in the best interest of the Project to make an award to that � Bidder, whether because the Bid is not responsive or the Bidder is unqualified s or of doubtFul financial ability or fails to meet any other pertinent standard or n '+-.+ri-. 1--.h1'nhnrl h i("�.i ("1�i I.-r� rn�-nr�ir�� -h.� ri�hi- t� �eioi�in iri��rmo�i�-ioc 7 i.i i�ci ia cS�auiioi icu vy �,i�y. �.i�y u'i�v i cac� vco u ic � iyi i� �v vvui v.., n uvi i i iw��i�..., lo not involving price, contract time or changes in the Work with the Successful 11 Bidder. Discrepancies between the multiplication of units of Work and unit 12 prices will be resolved in favor of the unit prices. Discrepancies between the 13 indicated sum of any column of figures and the correct sum thereof will be 14 resolved in favor of the correct sum. Discrepancies between words and Is figures will be resolved in favor of the words. 16 1� 17.1.1. Any or all bids wili be rejected if City has reason to believe that collusion is exists among the Bidders, Bidder is an interested party to any litigation 19 against City, City or Bidder may have a claim against the other or be 2o engaged in litigation, Bidder is in arrears on any existing contract or has 21 defaulted on a previous contract, Bidder has performed a prior contract in 22 an unsatisfactory manner, or Bidder has uncompleted work which in the 23 judgment of the City will prevent or hinder the prompt completion of 24 additional work if awarded. 2s 26 27 2s 29 30 31 32 33 34 35 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 36 17.3. City may conduct such investigations as City deems necessary to assist in the 3� evaluation of any Bid and to establish the responsibility, qualifications, and 38 financial ability of Bidders, proposed Subcontractors, Suppliers and other 39 persons and organizations to perform and furnish the Work in accordance 4o with the Contract Documents to City's satisfaction within the prescribed time. 41 42 17.4. Contractor shall perform with his own organization, work of a value not less 43 than 35% of the value embraced on the Contract, unless otherwise approved 44 by the City. 45 CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised November 27, 2012 00 21 13 - i l INSTRUCTIONS TO BIDDERS Page 11 of I1 1 2 3 4 5 6 � s 9 lo 11 12 13 14 ts 16 17 is 19 20 21 22 23 24 25 26 27 28 29 30 31 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 Gity 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. 18.Signing of Agreement When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement to City with the required Bonds, Certificates of Insurance, and all other required documentation. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 WMERR2013A City Project No. 2035 1 2 3 4 s 6 � s 9 10 ll 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 00 35 13 - 1 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you'� to a City of Fort Worth (also referred to as `�City'� procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may be downloaded from the website links provided below. http:/�www.ethics.state.tx. us/forms/CIQ. pdf http://www.ethics.state.ix.us/forms/CIS. pdf � CIQ Form is on file with City Secretary � CIQ Form is being provided to the City Secretary � CIS Form is on File with City Secretary 0 CIS Form is being provided to the City Secretary BIDDER: 1��2Y1r',t-1-Cp �(' l.(L�-�5 l.� (�L�► �1,��—! Company � C�. �ox �� Address �1'C�W V? �rl � 1 (� �K (�� City/State/Zip BY � � � t � �-5�-- (PI se Print) Signature: Title: �'��-S ��V1. fi (Please Print) END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 27, 2012 WMERR2013A City Project No, 2035 00 41 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 � City Project No.: 2035 1. Enter into Agreement Water Main Extensions, Replacements and Relocations Contract 2013A 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 #he INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing wi#h 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 ce�tificate meeting all requiremenfs within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to infiuence 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 wh.ich is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directiy or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 41 00_00 q3 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook 00 41 00 BID FORM Page 2 of 3 3. Prequalification 'The Bidder acknowledges that the foilowing work types must be performed only by prequalified contractors and subcontractors: a. Water Improvements 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 365 days days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compiiance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please en#er the total bid amount for this project. Only this figure wiil be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposai and fhen totaling all of the extended amounts. Total Bid a �� o��, �� CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forrn Revised 20120327 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook 7. Bid Submittal This Bid is submitted on �a'' � � fJ�� b�� :!,by the entity named below. Respectfully su itted, By. �- .�„-.'_____�__,_._, (Signature) P.nnted Name Here � ��-� � _ _ J �r� (Printed Name) 0o a� o0 BID FORM Page 3 of 3 Receipt is acknowledged of the �nitial following Addenda: Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Title: j�Title �Here �� j� e n-}- Company: Company Name Here -��_�' �� -f -j�� Corporate Seal: ._ _ Q �'"IGL_ 1'�R, _. 'T��C L_..t�-' -� Address: Address Here �� -{�j��( �-rj L.�(.� �. i Adclress Here or Space ,� �.� (�{'� �!.�y� ' � x City,'State Zip Code"Here _��':t�: State of Incorporation: State Here `T�'� ; Email: Your Email Adtlress_Here J� 1� `( ��y'�.�-�'j•(� �. �D YY"1 Phone: Your Phone Number Here `�j ��_--�"j3 L f�- �� C.j � END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook ITE M NO. i. 2. 3. ' 4. 5. BID LIST ITEM NO. 0170.O1OZ 0170.0103 3311.0061 3311.0161 3311.0261 6. 3311.0361 7. 8. 9. 3311.0461 3311.0561 3311.0051 DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT —�' � � 50 Ea. Work Order Mobilization 0170 00 $��Ud � $%S��j p � U' Per Each: �iP� %fu�S,�� Dollars and yv Cents 25 Ea. Work Order Emergency Mobilization 01 70 00 % °- � 3 �D� � �s-� o v ,, . Per Each: �/7�P�'T%�Sj,�� -v✓/Z /r�..tiiile7Dollars and i!/D Cents U� U� 200 Lf. 4" PVC Water Pipe 33 11 12 �� ' $�/ �� Per Linear Foot: �r��% /wd Dollars and tia Cents d 4• 800 Lf. 6" PVC Water Pipe 33 11 12 $ j�� $�Uj 7�� Per Linear Foot: ��ly�i G-�r��, Dollars and ,�'" Cents 0 ` 4 4` �7 s 1600 Lf. 8" PVC Water Pipe 33 11 12 ��/ ��S��dU Per Linear Foot: f`'l� Y ✓e✓e� Dollars and ..�� Cents o ° :` 400 Lf. 10" PVC Water Pipe 33 11 12 $�� ' $.� �� Per Linear Foot: ��r� � Dollars and /1��^ Cents �� 400 Lf. 12" PVC Water Pipe 33 11 12 $ U�� $�� d�U Per �� Dollars and �� Cents c ` c� 500 Lf. 16" PVC C905 Water Pipe 33 11 12 $(� �� J�j �vd Per Linear Foot: �X / `, `�� v� Dollars and --� Cents �c �� 100 Lf. 4" DIP Water 33 1110 ��"�',� ' �� 2 d0 � Per Linear Foot: �—° y �/ � �"� Dollars and ..fz-"' Cents B-1 ITEM BID LIST DESCRIPTTON OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITfEN IN WORDS SECTiON NO. PRICE AMOUNT � �`-' o� 10. 3311.0151 100 Lf. 6" DIP Water 33 11 10 $�% $�� Per Linear Foot: ��' f i i �'�$'v Dollars and iu'' Cents 11. 3311.0251 12, 3311.0351 13. 3311.0451 14. 3311.0551 15. 3305.2002 16. 3305.2003 17. 3305.2004 100 Lf. 8" DIP Water Per Linear Foot: / 1��y /�� Dollars and ,,��' Cents 100 Lf. 10" DIP Water Per Linear Foot: �/X � � Dollars and �o Cents 100 Lf. 12" DIP Water Per Linear Foot: <.>� �`'��'2 ` r ��`� Dollars and � Cents 100 Lf. 16" DIP Water Per Linear Foot: �� '� �� Dollars and ,.c�' Cents 100 Lf. 8" Water Carrier Pipe (DI w/ SS Casing Spacers) Per Linear Foot: ��✓Q� �`� Dollars and ,2�-- Cents 100 Lf. 10" Water Carrier Pipe (DI w/ SS Casing 5pacers) Per Linear Foot: � ��'�' � �� Dollars and ,rLb� Cents 100 Lf. 12" Water Carrier Pipe (DI w/ SS Casing Spacers) Per Linear Foot: JG��-��-�% � � v'e- Doliars and /G6' Cents o� �� 33 1110 $ .��5 ' $ �`5/�� o �' 33 11 10 $ G� 6' $"�� o NU 33 11 10 $ �� s $ �`�� po 33 11 10 $ ��r $ a `��D ' 33 05 24 33 05 24 33 05 24 G �� ' � � v-�� o ° �� $ �°� '` $ -°%` Z cf v 0 U ��— $ ��— $ ��_Q D . B-2 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT ` 18. 3305.2005 100 Lf. 16" Water Carrier Pipe (DI w/ SS Casing 33 05 24 a� c�" Spacers) � �� $ ,�,5 �� Per Linear Foot: ,��G'�� v� Dollars and ,�� Cents c 19. 3305.1002 100 Lf. 16" Casing By Open Cut (Welded Steelj 33 OS 22 ,� �` ,..Dv � � �S � �3 Per Linear Foot: S�iT� f� v� Dollars ' and �LO� Cents 3305.1003 100 Lf. 20" Casing By Open Cut (Welded Steel) 33 05 22 �° �' � � �� ' � �C�d� Per Linear Foot: ��'� �� Dollars and .ti6� Cents 3305.1004 100 Lf. 24" Casing By Open Cut (Welded Steel) Per Linear Foot: C"��` ri �� Dollars and •��— Cents 33 05 22 d4 v�' � �J � � �SrO O 3305.1005 100 Lf. 30" Casing By Open Cut (Welded Steei) 33 05 22 G� °� � lD d � � `v� vora '- Per Linear Foot: ��' ��""d�� Dollars and ,.6� Cents 3305.1006 100 Lf. 36" Casing By Open Cut (Welded Steel) 33 05 22 pc ��°.. � 1��._ � �� .5--�� Per Linear Foot: p� /.1vvYltrev� !li/,e2YY ,/=`ri/� Dollars and .�--� Cents 3305.1102 100 Lf. 16" Casing By Other Than Open Cut (Welded Steel w/ Grout) Per Linear Foot: "iWi f�ti/J��7 �' �/��y jl Vt—' Dollars and ��— Cents 33 05 22 0 � v� $ �,�,5 `' � �, s�'4D - B-3 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 25. 3305.1103 100 Lf. 20" Casing By OtherThan Open Cut 33 05 22 �,,� a° (Welded Steel w/ Grout) $ �SS'�� $ o�-,�,�o � Per Linear Foot: � •��o /��,.�1�10 r/L�Y ��L Dollars and � Cents 26. 3305.1104 100 Lf. 24" Casing By Other Than Open Cut r�n�oiao.J �`oo�,.,/ ��CUt� ��u�� ..i i Per Linear Foot: °�Gr/v /��%It�✓� �v�sry �i�'� Dollars and .°L� Cents 27. 3305.1105 100 Lf. 30" Casing By Other Than Open Cut (Welded Steel w/ Grout) Per Linear Foot: Tat�-' 0�""d �� Dollars and �' Cents 28. 3305.1106 100 Lf. 36" Casing By OtherThan Open Cut (Welded Steel w/ Grout) Per Linear Foot: ��jet' l�'�'�� f�� Dollars and �+-� Cents 29. 3312.3001 20 Ea. 4" Gate Valve Per Each: �.t` /i��p�� Dollars and �' Cents 30. 3312300Z 25 Ea. 6" Gate Valve PerEach: o�t'e % ��'�-5•�i'`� Dollars and ilt�-� Cents 31. 3312.3003 25 Ea. 8" Gate Valve PerEach: OyQ ��,g',g-�,� iwc /k%vd�e'J f ��" `f� Doliars and •� Cents 32. 3312.3004 10 Ea. 10" Gate Valve PerEach: pr� j��,v.��.�.� e <ve /�V.+�YI��r% Dollars and �,�v-- Cents 33 05 22 ' D G �, � � ,� /,� � �.? v��0 33 05 22 33 05 22 � � ��d�%--- � ��U00 [ Gr— $ J`�S�o $ ,�`�� DU c �, � o� 331220 � E�d�� Z�d00 a �. �� 33 12 20 $ j0(90 $ Z��d � e � `'� ' 33 12 20 � 1�S �� .� 1 Z�d � 6 ` G, 33 12 20 ��sfii% � � J S�O�Q�— : � ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICEo� AMOUNT aC 33. 3312.3005 10 Ea. 12" Gate Valve 33 12 20 $ UDd $�,G� � PerEach: flv0 ��U�.ff¢�it� Dollars and �-- Cents ' Q� �c ' 34. 3312.3006 5 Ea. 16" Gate Valve w/ Vaulfi 33 12 20 $%�0(�U� $ S� d�U' PerEach: %� C�Uv,,ri}-v n Dollars and �t3- Cents �� UG i ' 35. 3312.3101 5 Ea. 4" Cut-in Gate Valve 33 12 20 $.2�� $ �v � d� ,/ PerEach: lcPiO %/�ovir�-y� Dollars and �- Cents `,� U ` 36. 3312.3102 5 Ea. 6" Cut-in Gate Valve 33 12 20 $�.3�0✓ $%� p� � PerEach: ��Uv ��uv.�Pya �lP��i'"� Dollars and -tib-- Cents e` u� 37. 3312.3103 5 Ea. 8" Cut-in Gate Valve 33 12 20 �,,�.�(%U �%2 .SrOU r PerEach: �'(�ro %��v4�� e ,�"� � Dollars and � Cents o� e� 38. 3312.3104 5 Ea. 10" Cut-in Gate Valve 33 12 20 $��G�U � $�� ' PerEach: � �e`�' ��v-��R� Dollars and P'tG- Cents ' c; � � 39. 3312.3105 5 Ea. 12" Cut-in Gate Valve 33 12 20 $;�J �%�� $��5�� PerEach: %� l� ,�,�v�Rti� �c�� /�,7 � t� Do l l a rs and ��-�' Cents e� �,� 40. 3312.3106 2 Ea. 16" Cut-in Gate Valve w/ Vault 33 12 20 $�Z ��d/ $�� Dd � PerEach: � (,�¢1�P '%�OvsJ}yd �lJ� !�/vtill kl� Dollars ' and -�'� Cents e�' o° ' 41. 0241.1301 5 Ea. Remove 4" Water Valve 02 41 14 $�(� 0 $ J��d .� PerEach: -jl�� %�v,�d�(� Dollars and .�°-' Cents B-5 ITEM BID LTST DESCRIPTION OF ITEMS WITH BID SPECIFICATIOIV UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. P� AMOUNT�� 42. 0241.1302 5 Ea. Remove 6" Water Valve 02 41 14 $.; ��J �'"'� $ ��v Per Each: //,(� ��ti/�� Dollars and ,r� Cents f- `'i 43. 0241.1303 5 Ea. Remove 8" Water Valve 02 41 14 $�4� d $/ d� � PerEach: w� /�vyb � � Dollars and �Lr>-- Cents 44. 0241.1304 5 Ea. Remove 10" Water Valve Per Each: %�(s��r� 5��0'`�� Dollars and �/!i�— Cents 45. 0241.1305 5 Ea. Remove 12" Water Vaive PerEach: �IGU ��'y�� Dollars and �� Cents 46. 0241.1351 2 Ea. Salvage 16" Water Vaive Per Each: d� %,&uv��}�vD Dollars and �� Cents 47. 3311.0001 15 Tn. Ductile Iron Water Fittings w/ Restraint PerTon: .�/� � ��i'-✓'�p Dollars and .�� Cents 48. 3312.0001 20 Ea. Fire Hydrant Per Each: '�7''"�j}�� jv,��o J�'�i f��Na�O Dollars and ,�a�-' _ Cents 49. 3305.0101 20 Ea. Fire Hydrant Stem Extension PerEach: 0�� `"'�� Dollars and ,',z✓ Cents 50. 0241.1510 5 Ea. Salvage Fire Hydrant Per Each: / �► ��'`� ��''^'�""'� Dollars and •� Cents �� n� v 02 41 14 $ �� $ j �UU � �, ° 02 41 14 $ �C �� $ � �� 02 41 14 $ / �� $ � ��U ' � G 33 11 11 �s ° $ ('d0� � �'� �DO �. 0 0� oc 33 12 40 $�� d� �$ � 7, d ��r d .`p G � �O 33 05 14 $ � �� $ �� c; � G 02 41 14 $ ..�� $ / -� �d � B-6 ITEM NO. ' ' S1. ; 52. 53. 54. 55. 56. 57. ' S8. BID LISi DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL ITEM NO. QTY. PRICES WRI7TEN IN WORDS SECTION NO. PRICE AMOUNT 3312.1002 5 Ea. 2" Combination Air Valve Assembly for 33 12 30 P` � Water � �U�(�% $ �..S�dU Per Each: /" ��e �4f7U.s/�� Dollars and ,il�-- Cents 3312.6002 5 Ea. 6" Blow Off Valve Per Each: ,S�X %i%�vf��a� ,�iv� f�'�� Dollars and �� Cents 3312.4001 1 Ea. 6" x 4" Tapping Sleeve & Valve Per Each: �!� %�dU,�1}�4 Dollars and -�— Cents 3312.4002 1 Ea. 6" x 6" Tapping Sleeve & Valve Per Each: � G.+� %�ui6",9tiq �YaA ��^'�`6� Dollars and �'��' Cents 3312,4003 1 Ea. 8" x 4" Tapping Sleeve & Valve Per Each: %�' %��f�^% /`'v�� %��'D�� Dollars and ,� Cents 3312.4004 1 Ea. 8" x 6" Tapping Sleeve & Valve Per Each: %�Gc� /�dvf y/� �� Nd.vDl�t✓J Dollars and .�(�Y Cents 3312.4005 1 Ea. 8" x 8" Tapping Sleeve & Valve Per Each: % i%i't° �l��G��'� �''�� /�"a�� Dollars and �d Cents 3312.4101 1 Ea. 10" x 4" Tapping Sleeve & Valve Per Each: - �c,v� �,�cUSi�rvO %� /��a'�'�Y Dollars and /�G�- Cents B-7 O` pG 33 12 60 $ ��' $ �� O� � `� o �' 33 12 25 � �000 ' � �OUCJ �r �,= 33 12 25 $ �✓�� $ �� . 33 12 25 $ � /�� $ � �%�v �,� p(' 33 12 25 $ ��iod� $��Q� �� ` o � 33 12 25 $�%�� $ 31�d r �� pt. 33 12 25 $ � �q �d / $ ,� �Po ^ ITEM BID LIST DESCRIPTION OF ITEMS WITH BTD SPECIFICATION U1VIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE�, AMOUN � ��- 59. 3312.4102 1 Ea. 10" x 6" Tapping Sleeve & Valve 33 12 25 $� f!.� $�, 9d U� Per Each: �'FI.vU ��U,f/)^J �� ,tit�te�1 Dollars and �Lt)-� Cents ��./ l 60. 3312.4103 1 Ea. 10" x 8" Tapping Sleeve & Valve 33 12 25 $�� $ �=��U Per Each: �Ii{'t��' 7�vGj,�ti�0 �YE�' /�✓d0'�� Dollars and ,� Cents � UU 61. 3312.4104 1 Ea. 10" x 10" Tapping Sleeve & Valve 33 12 25 $�U�d $� cS�aU ✓ Per Each: '��I�'�PP %�d��f-�4 �� f��!� Dollars and �LG.- Cents 4� � � � 62. 3312.4105 1 Ea. 12" x 4" Tapping Sleeve & Valve 33 12 25 $� Zdd $��d�� Per Each: %�if�f' %�iJ��!l�d '7u�'U l�'�vd�'e0 Dollars and ,tiC� Cents 63. 3312.4106 64. 3312.4107 65. 3312.4108 1 Ea. 12" x 6" Tapping Sleeve & Valve Per Each: `7��i�e� `/7iuG�'�fj ',�'vetti �'ULh��1 Doliars and ,/LO' Cents 1 Ea. 12" x 8" Tapping Sleeve & Valve Per Each: �o�� °%A�0 �� ,`''`��'� Dollars and �{?� Cents 1 Ea. 12" x 10" Tapping Sleeve & Valve Per Each: �-v�2 �I�u�;S��y %l!h'C� %{v�'nk% Dollars and ,�t,(s� Cents �m p,,� 33 12 25 $ � � �� $ cJ �4�'� �� 33 12 25 $ �� ` $ �� 66. 3312.4109 1 Ea. 12" x 12" Tapping Sleeve & Valve PerEach: ��2�G��n ��e r�✓'`�� Dollars and ,� Cents 67. 3312.4110 1 Ea. 16" x 4" Tapping Sieeve & Valve Per Each: fl`�EC� ��'�f.�A.D �J� �`�'a%+�i9 Dollars and � Cents f% ¢�- 33 12 25 $ �` .,�� $ �d �� p� o� 33 12 25 $ �� G ��4 � dG 33 12 25 $ � �� $ � (9 �� B-8 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT T07AL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE . AMOUNT�r 68. 3312.4111 1 Ea. 16" x 6" Tapping Sleeve & Valve 33 12 25 $�� $ �Z/%�'� PerEach: �vc2 %�wvS/�ti� %�� Nv�vt7�eD Doilars and ,t,�-- Cents �� (' p ° 69. 3312.4112 1 Ea. 16" x 8° Tapping Sleeve & Valve 33 12 25 $��G ~ $�� Per Each: j�i2 %f��c�j)�h ,Set/C� /�uti��✓� Dollars and �q,, Cents �< <,� 70. 3312.4113 1 Ea. 16" x 10" Tapping Sleeve & Valve 33 12 25 ��DUO ��DOG� ^ PerEach: ' �ve %�iu✓S�l�'� Dollars and �" Cents ' v � ' 71. 3312.4114 1 Ea. 16" x 12" Tapping Sleeve & Valve 33 12 25 $=�� $`�5�� Per Each: �� r/P %%�o1�jZ/% ,Li UP %�1,aDle}� Dollars and ,�i�- Cents �� p c 72. 3312.4203 1 Ea. 20" x 8" Tapping 5leeve & Valve 33 12 25 $�,s�(�� $�Sr�v Per Each: �;t'',f�v1921J t"�"E' �",(i"p�erJ Dollars and �" Cents 73. 3312.4206 1 Ea. 20" x 16" Tapping Sleeve & Valve Per Each: �/'i��y l c'�✓�aN� Dollars and /�- Cents 74. 1 Ea. 21" x 8" Tapping Sleeve & Valve Per Each: ,� ��n,2. %�uv�/,�,vi, %iv�l ��2✓�� Dol lars and �C� Cents 75 ' 76 3312.4209 1 Ea. 24" x 8" Tapping Sleeve & Valve Per Each: �'1 �� %��°�� Dollars and � Cents 3312.4212 1 Ea. 24" x 16" Tapping Sleeve & Valve Per Each: >evrL�K� �O�S��-� Dollars and ��' Cents fi � 33 12 25 $ �,��4d(� $ � �� a� o r � ?Zvo� � �Zd � -_ �,f tl�. 33 12 25 : $ �0�� :�OC» ./ a^ GG' 33 12 25 $ /!�!O� $ ��1%� > > B-9 ITEM BID LIS7 DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITi'EN IN WORDS SECTION NO. PRIC�� AMOUN 77. 3312.4303 1 Ea. 30" x 8" Tapping Sleeve & Valve 33 12 25 $��t�t� $ �260 Per Each: �,� %�?�� %G�v ��v'��d Dollars and /LP-� Cents r�:i 79 3312.4303 1 Ea. 30" x 12" Tapping Sleeve & Valve Per Each: ,�/�,vG'%�Gv,f�tih /'�G�i%�/l.�b�� Dollars and �0'" Cents 331Z.4311 1 Ea. 36" x 8" Tapping Sleeve & Valve Per Each: ,� ye'- %�ic�i,��,�d �i� ��.c-d�0% Dollars and �� Cents 80. 3312.4313 1 Ea. 36" x 12" Tapping Sleeve & Valve Per Each: r 'L'��i� U� ��'t'�k � Dollars and � Cents 81. 50 Ea. 3/4" WaterTap to Main Per Each: �� ,�a�e� and r1i� Dollars Cents 82. 100 �a; 3/4" Copper Service Line �� Per Linear Foot: %(,�/P�,i� �'<� l, T �ollars and <'� Cents 83. ' 100 �i: 3/4" Private Water Service �% Per Linear Foot: f �� " �� Dollars and ✓L''' Cents 84. 50 .�': 3/4" Bored Water Service � � Per Linear Foot: �' �� 'V Dollars and �C� Cents 85. 50 Ea. 1" WaterTap to Main Per Each: U�� '�'°�� Dollars and � Cents 6� °-`_ 33 12 25 $ y�! $ �D � c�` E 331225 � y�� 33 12 25 p�= �C $ � �fW $ /'0 /D D v —� p" U� (i ' � �'1J� � ��Doo �� V �.G � �2,�' r $ � b�Dr� �" v° $ `�' � � $ ��va ,� O.i/' � p � � i% � � � � .,� d `� a` � �o�� _ � � ,d �oo 8-10 ITEM BID LIST DESCRIPTION OF IT�MS WITH BID SPECIFICATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT �; ` 86. " 100 �' 1" Copper Service Line $ �,� `" � $ ,�,}" D d `— �� Per Linear Foot: `y �� 7/ / ' �� Dollars and � Cents ' ' 87. ' 88. , 89. 90. � L: 91. 92. � 93 94. 3312.2004 100 �.d'. 1" Private Water Service �� Per Linear Foot: �� '% �ve Dollars and �t- Cents 3312.2002 50 � 1" Bored Water Service I��' Per Linear Foot: `�� Ty Dollars and /�- Cents 50 Ea. 11/2" Water Tap to Main Per Each: �,�� T�ioYs,%/�,�d %'U i��tial�� Dollars and -�— Cents 100 ,� 1 1J2" Copper Service Line L.� Per Linear Foot: f°rl i� � �a Dollars and �- Cents 3312.2104 100 Lf. 1 1/2" Private Water Service Per Linear Foot: /L/�'T% �� Dollars and �I�— Cents 3312.2102 50 � 11/2" Bored Water Service �^�' Per Linear Foot: =��L� � �'� Dollars and lto�= Cents 50 Ea. 2" WaterTap to Main Per Each: (�NC G�dcJ`,¢2D� ��,�/ ��J>�2}�' Dollars and � Cents 100 �. 2" CopperService Line t�� Per Linear Foot: ��/ �!`�� ! Dollars and .�C-- Cents c � v�. 331210 $ ,SJ $ `SS�O il� U` 33 12 10 $.� U� $ �� d U o ` � �' � ��Uv✓ � �G(�Gr� o� �� t,Z' � �tz� o ��. � 331210 $ SvZ�r $ �'��' o� or ---- 33 12 10 � �' �� $ % .i �a `� p c $ �r�rl� � %° Oad °� Gc p G � . �� b�oo.� B-11 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFTCATION UNIT TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRIC AMOUN�� 95. 3312.2204 100 Lf. 2" Private Water Service 33 12 10 $ �— $�UO Per Linear Foot: �l�'ry /%�/y ` % Doliars and ita� Cents 96. 3312.2202 50 ,L�d'. 2" Bored Water Service � Per Linear Foot: r � /�ti � i� /—" /� 1 uoiiars and �Lc-� Cents 97 25 Ea. Class A PVC Meter Box (Furnish & Set) � ��° 33 12 10 $ ��,Q � $ � �d � � y�� '� � GZ�s'0 PerEach: /1,�� lJ�"'`!�"9 C/��y Dollars and ,/l�-' Ce�ts .; 25 Ea. Class B PVC Meter Box (Furnish & Set) y _ Q l: � �� / � � �a� PerEach: /wv ��U�✓� � /� � �y Dollars and ,/Gv� Cents 99. 10 Ea. Class C PVC Meter Box (Furnish & Set) Per Each: S�If`� �'��'''�p�� Dollars and :�� Cents 100. 2 Ea. 1" Multiple Service Branch Per Each: /G� ��J'6%� � %'!�� Dollars and o�-- Cents 101. 2 Ea. 1 1/2" Multiple Service Branch Per Each: '%`t %G'� �'��y/�� Dollars and ^� Cents 102. 2 Ea. 2" Multiple Service Branch Per Each: "/ f1 � ��p�� 0�'j Dollars and ,O�'�� Cents r36 � ` � � (�D� $ � t1UC�r 6 � O'L ��% �/ � `�✓C% r% ✓ �� aG �- � 3 0��" � d D� o � �� 7�a� B-12 ITEM � NO. 103. r i 104 105 106 107, 108. ' 109. 110. 111 BID LIS7 DESCRIPTION OF ITEMS WITH BID SPECIFTCATION UNIT TOTAL ITEM NO. QTY. PRICES WRI7TEN IN WORDS SECTION NO. PRICE AMOUNT �� 5 Ea. Relocate 3/4" Water Meter $ N� �� Per Each: �Ov2 /�v'r'�� Dollars and y� Cents 5 Ea. Relocate 1" Water Meter Per Each: %`zxlZ�c;v.�jte0 %�Gr.f�cf1 �'1V�P Dollars and �L�— Cents 5 Ea. Relocate 1 1/2" Water Meter PerEach: �� /��`�� ' / Doilars and �� Cents 5 Ea. Relocate 2" Water Meter Per Each: �� f�`'�°b �� Doilars and ,�L� Cents � a �� 5"' � 2 j z .s'� _ o �. � � $ "/ �U ' $ .�,�,% � — � F �" � .S�OC� � � �s ��y ., 5 Ea. Sprinkler System Backflow Preventer Relocation Per Each: �"� �`� I'��! `�� Do I I a rs and �� Cents 3304.0102 1500 Lf. 2" Temporary Water Services Per Linear Foot: ✓' �� 1 / Dollars and ��G°- Cents 3312.2801 10 Ea. 3" Water Meter and Vault Per Each: �r/P�ro�,�ti0 �v� /�v�-Xl�e� Dollars and �'— Cents 3312.2802 10 Ea. 4" Water Meter and Vault Per Each: � ��a l ,/�,��vS,�;c%� f�Pv/��/D��'b Dollars and .�t.i9� Cents 331Z.2803 10 Ea. 6" Water Meter and Vault PerEach: �(/f<2� `��'v� Dollars and �" Cents o` n° � ..S"Od � �5�00 � r•� �' 33 04 30 � �� /� � Q ` p L' 33 1211 � ,�� Q4U � 6` �G 33 12 11 $ p��l% $�/ 0�� , �, c 331211 $ �� $ /�� B-13 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNIT TOTAI. NO. ITEM NO. QTY. PRICES WRITfEN YN WORDS SECTiON NO. PRICE AMOUNT t'J � �'j 112. 3312.2804 5 Ea. 8" Water Meter and Vault 33 12 11 $%v �dn' $��U� PerEach: /iE�'U //�'��'�� Dollars and ,�' Cents z 6`r oe 113. .531L.L2SUJ 5 ta. lU" WateC IVI2t2f 811CI VaUlt �� 1L 11 � J�, �O� �� 0� Per Each: C'��'��' %/�� Dollars and �C� Cents o ° o° 114. 0241.1602 5 Ea. Remove Concrete Water Vault 02 41 14 $��d� $ (� o��/ PerEach: �� %�v43'/�n %�� /��'k1��Dollars and ,,��yc� Cents �� , o � 115. 3312.0002 5 Ea. Water Sampling Station 33 12 50 $%�%d $-/sv0 Per Each: �,�e 0��..tif�� Dollars and �ce-- Cents 116. 0241.1218 10 Ea. 4"-12" Water Abandonment Plug PerEach: �'�`�� '�vy��`� Dollars and �— Cents 117. 0241.1206 5 Ea. 16" Water Abandonment Plug Per Each: -� +��v ��✓��`�� Dollars and �-- Cents 118. 50 Ea. Water Main Extra Depth (> than 1') Per Linear Foot: � /�«�'- Dollars and ��i•- Cents 119. 3305,0109 100 Lf. Trench Safety Per.Linear Foot: ' r �.� ��k % Dollars and .��- Cents 4� � 02 41 14 $ �7 d6 $ �✓�� e�` ��- 02 41 14 $� O�' $ 3.�Dp �� ✓ � J �._- � �<.S"O � G �c � 33 05 10 $ � `/_ $ �� /� B-14 ITE M NO. 1Z�. i 121. 122. 1Z3. 124. 125. 126. BID LIS7 ITEM NO. 3305.0103 DESCRIP7ION OF ITEMS WITH BID SPECIFICA7IOIV QTY. PRICES WRITTEN IN WORDS SECTION NO. 5 Ea. Expioratory Excavation of Existing 33 05 30 Utilities (0' - 5' ) Per Each: i�� lcUG.�� Doilars and � Cents 3305.0103 5 Ea. Exploratory Excavation of Existing Utilities (5' -10' ) Per Each: ��7�� /�N��'� Doliars and ,�c8— Cents 3305.0103 5 Ea. Exploratory Excavation of Existing Utilities (10' - 20' ) Per Each: d'� ��f�'''� �� Dollars and �Ld— Cents 3305.0116 25 Cy. Concrete Encasement for Utility Pipes Per Cubic Yard: ��'LY% Dollars and ,�Lc�- Cents 3305,0203 100 Cy. Imported Embedment/Backfill, CLSM (Flowable Fill) Per Cubic Yard: �f%�� Dollars and �—' Cents 3137.0101 10 Sy. Concrete Riprap Per Square Yard: %G� ./r.�-L.�`�/� Dollars and •�s- Cents 3137.0102 10 Sy. Large Stone Riprap, dry Per Square Yard: %Gv� �i�/��fl�/� ��,�� y Dollars and ,� Cents '', 127. 3137.0103 10 Sy. Large Stone Riprap, grouted Per Square Yard: lli-c� ��,K,�{jl�Yl G� `�✓ ti r y �l ✓P D o I I a rs and �--- Cents UNIT TOTAL PRICE AMOUNT o� Cr � � lo0v�- � ,�oc� � 33 05 30 ' d� �'� $ � Z�(% $ r>�� 33 05 30 E` � � � )..�"o� � �� Q° 33 05 10 Q` �- � �a � S'��0 33 05 10 e�' o" � /�'� $ /�I?l� � �c n 3137 00 $ 0(� _ $ ,,.��d� �G �C 313700 $�5�� $ ,�Sf.�✓ a�" �a 313700 $ �� $ ��5� � B-15 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNI7 TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 128. 3292.0100 100 Sy. Block Sod Piacement Per Square Yard: .f� n Dollars and .� Cents 129. 3292.0400 100 Sy. Seeding, Hydromulch Per Square Yard; ✓�V Dollars and �' Cents 130. 3201.0151 200 Lf. Asphalt Pvmt Repair, Water Service Per Linear Foot: ftit �% � u� Dollars and �" Cents 131. 3201.0111 500 Lf. 4' Wide Asphalt Pvmt Repair, Residential Per Linear Foot: f'd ` �Y ��'' Dollars and �/�G'— Cents 132. 3201.0112 500 Lf. 5' Wide Asphalt Pvmt Repair, Residential Per Linear Foot; ��y C�� Dollars and � Cents 133. 3201.0113 500 Lf. 6' Wide Asphalt Pvmt Repair, Residential Per Linear Foot: JoX T `� �� Dollars and .OLe�- Cents 134. 3201.0121 500 Lf. 4' Wide Asphalt Pvmt Repair, ArYerial Per Linear Foot; �G�'�% `��vn' Dollars and rLC-- Cents � � u_ 32 92 13 $ G v $��U � eP �� 32 92 13 $ ,�, $ ��G 32 01 17 32 01 17 32 01 17 �a �V � `�v2`� � �'��d �- 0 v d� � �,� °- � � � d `x� ,� ,`,�-�' a''. � �� o�� 32 01 17 ��.- �'`� � �� o oU .� 32 01 17 � °`' � �� Z�`�6 - - � ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPEGIFICATION NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. 135. 3201.0122 500 Lf. 5' Wide Asphalt Pvmt Repair, Arterial 32 0117 ;, Per Linear Foot: ��fY �� Dollars ' and �1'v- Cents 136. 3201.0123 500 Lf. 6' Wide Asphalt Pvmt Repair, Arterial 32 01 17 Per Linear Foot: S✓� �% ��'� Dollars ' and ,�D� Cents ' 137. 3201.0131 500 Lf. 4' Wide Asphalt Pvmt Repair, Industrial 32 0117 Per Linear Foot: /�'�% �j r�X Dollars and /P�— Cents 138. 3201.0132 500 Lf. 5' Wide Asphalt Pvmt Repair, Industrial 32 0117 Per Linear Foot: �� Dollars and .� Cents 139. 3201.0133 500 Lf. 6' Wide Asphalt Pvmt Repair, Industrial 32 0117 Per Linear Foot: ��.r' `% �x Dollars and � Cents 140. 3201.0201 500 Sy. Asphait Pvmt Repair Beyond Defined 32 01 17 Width, Residential ' Per Square Yard: ' /vl %�P�t/ Doliars and ,�� Cents 141. 3201.0202 500 Sy. Asphalt Pvmt Repair Beyond Defined ' Width, Arterial ' Per Square Yard: J/�!��'�v Dollars ' and �GE�-- Cents UNIT TOTAL PRICE AMOUNT G � �--`f � � � �G�' = o� v` $ � � $�� , a c �'�- � `t�.� � .,23,0� o �' � � ,5�� ' � ,��d� c� 6 � C,'.- � �'�' � o�r� G �' o � � jy � � �Uoo 330117 �G �f� � j,� � � �'av� B-17 ITEM tVO. 142. BID LIST DESCRIPTTON OF ITEMS WITH BID SPECIFICATION UNIT TOTAL ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 3201.0203 500 Sy. Asphalt Pvmt Repair Beyond Defined 34 01 17 �� j ",° Width, Industrial $ { � $ / �U Per Square Yard: �'r�,� ��`'� Dollars and ✓�b- Cents 143. 3201.0301 100 Sy. 2" Extra Width Asphalt Pavment Repair Per Square Yard: �l,v�2l fi'� Dollars and �'�'� Cents 144. 3201.0302 100 Sy. 3" Extra Width Asphalt Pavment Repair Per Square Yard: �%J( ��'� Dollars and �'' Cents 145. 3201.0303 i00 Sy. 4" Extra Width Asphalt Pavment Repair Per Square Yard: �_ �� '� Dollars and ,iG�-- Cents 146. 3201.0400 100 Lf. Temporary Asphalt Paving Repair Per Linear Foot: �r� T��'`�' Dollars and ol� Cents 147. 3211.0211 50 Sy. 6" Flexible Base, Type B, GR-1 Per Square Yard: �,�� Dollars and �%^-� Cents 148. 3211.0212 50 Sy. 6" Flexible Base, Type B, GR-2 Per Square Yard: � �� i � Dollars and .�j- Cents 149. 3201.0614 300 Sy. Conc Pvmt Repair, Residentiai Per Square Yard: ��f'�Y ��'� Dollars and /G�'' Cents 32 01 17 32 01 17 32 01 17 �� '�, `� � � Z � (� �� a'� � v � �`� ��j0 � % � l � � j. �`'D� Q �� i �' rjD 3z oi ss � � , � _ � ,� �B BC9 q .�"- y�., O �"" 32 11 23 $ / $ / `� d� �1 i 321123 $ � �/ $ 6 Dd .,- (�� ,�,/ `� 320129 $ •�.2 � $ 1�,(i�� 8-18 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION NO. ITEM NO. QTY. PRTCES WRITTEN IN WORDS SECTION NO. 150. 3201.0616 300 Sy. Conc Pvmt Repair, Arterial/Industrial Per Square Yard: ' , �%fl TY 'Lwv Dollars and �l�t-- Cents 151. 300 Sy. Conc. Pavmt Repair Beyond Defined � Width, Residential Per Square Yard: �� G'�� Dollars and �� Cents 152. 100 Sy. Conc. Pavmt Repair Beyond Defined , Width, Arterial/Industrial Per Square Yard: ' � ��%� � � Dollars and �� Cents 153. 3214.0300 100 Sy. Brick Pvmt Repair Per Square Yard: s�'�/E'L�% �C�� Dollars and �' Cents 154. 3214.0600 100 Sy. Brick Pvmt Repair (City Suppiied) Per Square Yard: -��..�►'�i �� Dollars and ,� Cents 155. 3216.0101 500 Lf. 6" Conc Curb and Gutter (Replaced) Per Linear Foot: l � /} i Y Dollars and ��- Cents 156. 500 Lf. 6" Conc Curb and 6utter Attached to Conc. Pvmt (Replaced) ' Per Linear Foot: ��ti�y ��" Dollars and �E� Cents 3216.0301 50 Sy. 9" Conc Valley Gutter, Residential Per Square Yard: �dL�1% �� Dollars and i(.�`i Cents 32 0129 UNIT TOTAL PRICE AMOUNT o� °� � �� 1�� ; pc O� $ ��t $ ��J F�(% d �' ��- � �� , �`' 321416 $ �� $ f%�r%0 � Q�, a� 32 14 16 $ l� 4 $/-� �� 32 16 13 0� p� � �0— � � �� GOU d� °� ��--- � �� t��" � v � �' 321613 $ ��,� $ ��D� B-19 ITEM BID LTST DESCRIPTTON OF ITEMS WITH BID SPECIFTCATION UNIT TOTAL NO. ITEM NO. QTY. PRTCES WRITTEN IN WORDS SECTION NO. PRICE AMOUNT 158. 3216.0302 50 Sy. 11" Conc Valley Gutter, 32 16 13 p� �'� Arterial/Industrial $ �� $ �2�� Per Square Yard: �vd � j G'�� Dollars and ,��' Cents �O � �:i 159. 3213.0301 450 Sf. 4" Conc Sidewall< 32 13 20 $ Jf ��, �J� Per Square Foot: f � v`P Dollars and �" Cents 160. 3213.0351 200 Sf. 4" Conc Sidewalk, Exposed Aggregate 32 13 20 � � � �' � � �dD Per Square Foot: ,G!'� I T Doilars and ,�-- Cents �aq c�'' 161. 3213.0401 450 Sf. 6" Concrete Driveway 32 13 20 $ �� $ 3G ��` Per Square Foot: � �� T Dollars and r'�' Cents 162. 3213.0451 200 Sf. 6" Concrete Driveway, Exposed 32 13 20 ��— �=- Aggregate $ � � $ ✓2- �� Per 5quare Foot: ' % �'�✓� Dollars and �8-� Cents 163. 3331.4112 50 Lf. 6" DIP Sewer Pipe (Replc, At Variable 33 1110 � n o� Depth) $ �5`� $ �/S� Per Linear Foot: ��F� Y �� Dollars and .�9-� Cents 164. 50 Lf. 6" PVC Sewer Pipe (Replc. At Variable r v o�' Depth) � � l� � Z S�(�O � Per Linear Foot: f �� / Dollars and �— Cents 4' �� 165. 3331.4119 50 Lf. 8" DIP 5ewer Pipe (Replc. At Variable 33 11 10 n � �� `� Depth) $ ` a $ � Per Linear Foot: ��'v�'� �� Dollars and � Cents B-20 ; ITEM BID LIST NO. ITEM NO. QTY. DESCRIPTION OF ITEMS WITH BID SPECIFICATION UNiT TOTAL PRICES WRITf'EN IN WORDS SECTION NO. PRICE AMOUNT ; 166. 50 Lf. 8" PVC 5ewer Pipe (Replc. At Variabie Depth) Per Linear Foot: ' , ' � �/'.,(� % Y Dollars and iGrj-- Cents 167. 3331.4205 50 Lf. 10" DIP Sewer (Replc. At Variable Depth) ' Per Linear Foot: v ,�`�� Dollars and .iZG-- Cents 168. 50 Lf. 10" PVC Sewer Pipe (Replc. At Variable , Depthj Per Linear Foot: -�ev�''iT% Dollars and �-- Cents 169. 3331.4212 50 Lf. 12" DIP Sewer (R�plc. At Variable � Depth) Per Linear Foot: �� % ��V� Dollars and �- Cents 170. 50 Lf. 12" PVC Sewer Pipe (Replc. At Variable ' Depth) Per Linear Foot: ,,,�C��L � % �l"� Doliars ' and -�" Cents , 171. 3331.4222 50 Lf. 16" DIP Sewer (Replc. At Variable ' Depth) Per Linear Foot: , �t/rR iY l ��e Dollars ' and �t3-- Cents 172. 50 Lf. 15" PVC Sewer Pipe (Replc. At Variable ' Depth) Per Linear Foot; �/�ils ry ✓ 'v` Dollars and /� Cents c� ° oc � $ (1 �% � $ �� 33 1110 0�' p� � �G� � � �� o� � �� a�, � % � 3S`"dp 33 11 10 �" � � � ��-- � � z .SD V G .-� f $ /� � � ��j 33 11 10 p G o U � i5 � � �"%�� C c� �� .� � �' � zs B-21 ITEM BID LTST NO. ITEM NO. 173. 3471.0003 DESCRIPTION OF ITEMS WITH BID SPECIFICATION QTY, PRICES WRITTEN IN WORDS SECTION NO. 50 Ea. Traffic Control 34 71 13 Per Each: /�'�� vyp�'� Doilars and �Lt3' Cents 174. 50 Ea. Street Use Permit rer Eacn: �-��/{'.oT� + "✓� Dollars and ��' Cents TOTAL AMOUNT BID UNIT TOTAL PRIC� AMOUN , � .,�� UG� '� cf` v�' � �g.,..� � �%d � � �� '�9� :Z �5 �`' B-22 004511-1 BIDDERS PREQUALIFICA'I'IONS Page 1 of 3 SECTION 00 45 11 2 3 4 s 6 � s 9 10 11 12 13 14 is 16 1� is 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 BIDDERS PREQUALIFICATIONS 1. Summary. All contractors are required to be prequalified by the City prior to submitting bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder Prequalification Application in accordance with the requirements below. The prequalification process wiil establish a bid limit based on a technical evaluation and financial analysis of the contractor. The information must be submitted seven (7) days prior to the date of the opening of bids. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must file the information by the 31st day of March in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's Prequalification 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 Prequalification Application. (1) The firm's Texas Taxpayer ldentification 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/taxpermit/ 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 prequalification. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WMERR2013A City Project No. 2035 0045 I1 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 2. Prequalification Requirements 2 a. FinancialStatements Financial statement submission must be provided in 3 accordance with the following: 4 (1) The City requires that the original Financial Statement or a s certified copy be submitted for consideration. 6 (2) To be satisfactory, the financial statements must be audited or 7 reviewed by an independent, certified public accounting firm g registered and in good standing in any state. Current Texas 9 statues also require that accounting firms performing audits or lo reviews on business entities within the State of Texas be properly 11 licensed or registered with the Texas State Board of Public 12 13 14 15 16 1� 1s 19 20 21 22 23 24 2s 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 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 m�!st be presented in U.S. c�ollars �t 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 a qualified opinion on the statements taken as a whole. (7) The City reserves the right to require a new statement at any time. (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. (9) The City will determine a contractor's bidding capacity for the purposes of awarding contracts. Bidding capacity is determined by multiplying the positive net working capital (working capital = current assets — current liabilities) by a factor of 10. Only those statements reflecting a positive net working capital position will be considered satisfactory for prequalification purposes. (10) In the case that a bidding date falls within the time a new Fnancial statement is being prepared, the previous statement shall be updated with proper verification. b. BidderPrequalificationApplication. A Bidder Prequalification Application must be submitted along with audited or reviewed financial statements by firms wishing to be 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 ofi "None" or `�N/A" should be inserted. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WMERR2013A City Project No. 2035 1 2 3 4 s 6 � s 9 10 11 12 13 14 is 16 17 tg 19 20 21 22 23 24 25 00 45 11 - 3 BIDDERS PREQUALIFICATIONS Page 3 of 3 (2) A minimum of five (5) references ofi 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 prequalification. 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. 3. Eligibility to Bid a. The City shall be the sole judge as to a contractor's prequalification. b. The City may reject, suspend, or modify any prequalification for failure by the contractor to demonstrate acceptable financial ability or performance. c. The City will issue a letter as to the status of the prequalification approval. d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 WMERR2013A City Project No. 2035 i 1 2 3 4 s 6 7 8 9 lo 11 12 13 14 15 16 17 18 19 20 21 22 23 �r � 27 SECTION 00 45 12 PREQUALIFICATION STATEMENT 00 45 12 -1 PREQUALIFICATION STATEMENT Page 1 of 1 Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: �f�� fi�Y1.S'i 1'�.l.C,I 1 x 7 �� L� By: Company �.�� >C ��g Sign Add ress �1��- WG'�t �x, � �P � (� Title: �� )C�'� Y1� City/State/Zip (Please Print) Date:� �`(' 1 � � � , � (� 1 �--� END OF SECTION CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS City Project No. 2035 Revised 7uly 1, 2011 F4 I�T �VO RT H Date of Balance Sheet SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Name under which you wish to qualify Post Office Box Street Address (required) Telephone City City Fax Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company State State Zip Code Zip Code � Texas Taxpayer ldentification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS T0: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: ��BIDDER PREQUALIFICATION APPLICATION" 00 45 13 - 2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 10 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) � Has fewer than 100 employees and/or � Has less than $6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, Al) 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 CCIV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 00 45 13 - 3 BIDDER PREQUALIFICATION APPLICATION Page 3 of ] 0 8 CCIV, 42-inches and smaller CCTV, 48-inches and smaller MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller SewPr 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 square yards) Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 00 45 13 - 4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 10 1. List eauipment vou do not own but which is available bv rentina DESCRIPTION OF EQUIPMENT NAME AND DEi-AILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a Genera) Contractor: (b) As a Sub-Contractor: A �1AlL...i. �..�.,..,...J-.. I........,.��...., .............1-�..�.. ........�..I,.L...J �... T...,.... ......J ..1..,...,4.....,.'� CLASS LOCATION NAME AND DETAILED ADDRESS CONTRACT OF DATE CITY-COUNTY- OF OFFICIAL TO WHOM YOU AMOUNT WORK COMPLEfED STATE REFER *If requalifying only show work performed since last statement. 5. Have you ever failed to complete any work awarded to you? If so, where and why? 6. Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 00 45 13 - 5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 10 7. Has any officer or owner of your organization ever failed to complete a contract executed in his/her name?_ If so, state the name of the individual, name of owner and reason. 8. In what other lines of business are you financially interested? 9. Nave you ever performed any work for the City?, If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY C1TY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 00 45 13 - 6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 10 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, chiid, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of State of Incorporation Organization Charter/File No. Date of organization President Is partnership general, limited, or registered limited liability partnership? Vice Presidents File No. (if Limited Partnership) General Partners/Officers Secretary Limited Partners (if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers (with titles, if any) CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 00 45 13 - 7 BtDDER PREQUALIFICATION APPLICATION Page 7 of 10 Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 00 45 13 - 9 BIDDER PREQUALIFICATION APPLICATION Page 9 of 10 The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 ooasl3-io BIDDER PREQUALIFICATION APPLICATION Page 10 of 10 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of , Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of 1 1 2 3 4 5 6 7 g 9 l0 11 12 13 14 15 16 17 �8 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 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. 02035. 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: 1��-�PY "L 0 n�-i,(Lt c��' Dl'�"], , L�I By: Company � �� -i� �� Sigr Address �� Y � � � � Title: City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT � � BEFORE ME, the undersigned authority, on this day personally appeared � C� D�t. �Q 1'' ,. known to me to be the person whose name is subscribed the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of��,t,�,�,A`'(�'�.5�-{-�5"�.CC� i c9,-,�j j_L� for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNQER MY HAND AND SEAL OF OFFICE thi� , 20.� 38 39 END OF SECTION , °�� °' Qe��RYP�et VICKI L. OtSON = '"= Notary Public, State of Texas =�^;'�}t�� My CommisSion Expires 40 �'''6;;;;,,�� Novefiber 12, 2017 CITY OF PORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City project No. 2035 Revised July 1, 2011 ��`� _ ; �e,� -}- (Please Print) Notary Public in and for the State of Texas 00 45 40 - 1 MINORtI'Y AND WOMEN BUSINESS EN'I'ERPRISE GOAL Page 1 of 1 SECTION 00 45 40 MINORIIY BUSINESS ENTERPRISE GOAL APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE subcontracting goal is not applicable. 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 POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the fuil and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOAL The City's MBE goal on this project is 10% of the total bid (ease bid applies to Parks and Communify Ser�ices). Note: If both MBE and SBE subcontracting goals are established for this project, then an OfFeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Ordinance by one of the foilowing: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Waiver documentation. Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- responsive. Any questions, please contact the M/WBE Office at (817) 392-6104. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times _ allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall time allocated. A faxed copy will not be ac� 1. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if firm will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilizing a joint venture to meet or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. END OF SECTION CITY OF FORT WORTH STANDltRD CONSTRUCTION SPECIFICATION DOCUMENTS WMERR2013A City Project No. 2035 FoR,�T,�" REQUEST FOR M/SBE CONTR�4CT GOAL Check type of contract: C� Construction � CMAR � Construction Management � Design/Build C� Professional �� C/5!P �� Other, please explain DEPT. Name: VJ�1�1� First Advertise Date: � I��. �� Date to MWSE Office: �'��' � �� IS THIS CONTRACT ASSOCIATED WITH TRV? Yes �f No OR WITH SH-121TR Yes [� No [�^ Dollar value of TRV contract portion $ SH-121 TR contract portion $ IS THIS A FEDERAL.LY FUNDED CONTRACT? Yes � No� IS THIS A CIP CONTRACT? YesO No IS THIS A BOND FUNDED CONTRACT? Yes [� No 0'� If yes, what year Construction: IS THIS A LUMP SUM CONTRACT? Yes [] No� BID DATE Professional: IS THIS A FIXED FEE NOT-TO-EXCEED CONTRACT? Yes 0 No(�� IS THIS A HOURLY NOT-TO-EXCEED CONTRACT? Yes [] NoG] 15 THIS A COMBINED pROJECT? Yes 0 No Q� IS THIS A REVISION? Yes (� No�lf yes, enter the revision number ��p� IS THIS A CHANGE ORDER? Yes �] No � Enter # �1� Contractor: IS TH1S AN AMENDMENT? Yes� No ✓ Enter #��' � Design Firm: If this is not the initiai change orderlamendment, submit copies of all previous change orderlamendments regardless of whether a M&C was required for funding. CON7RACT DESCRIPTnION pnc�ud�ng street Names): v�%G��{� i✓�G� 1{n ��.��V'1� ((,�,� 2-�•i� �Gt � � 4\1 r b��'� �� I�-C � C C�'�� t ��L S C�l�l'�'4'it C,� i G� t:� la Check applicable boxes: ❑ Concrete Paving ❑ Asphalt Paving ❑ Drainage Water Sewer ❑ other Alternates Capital Project# �'�L �:� :� pOE/Other Project# �-7 l�-- 7 TOTAL CONTRACT ESTIMATE; $'Z ��'OC' � OO�� . c'c� �`'`i�'�`` t�'s`' ckancd, i' (Please ATiACli individual sub-totals for contracts with multiple units/sections including contingency. If the documentation is not clear and concise, it will be returned to the department.) l � Cj � � �_Z� �C� p2 Z- � /� � l� ��' -!� EXT. 7 � "L �T Project Manager (�RINTED) Project fVy�a ager,(�IGNATURE) DATF: ��`� ��`i� Name of Design Firm__��t�"��` �i'_(�f ' l��1 �� z� �c �/ Check here fo acknowledge that if pay item quantities are added to the proposal section after an MISBE goal has been provided by fhe M/WBE Office, the revised proposal must be submitted to the M/WBE OfFice for review. A compliance review will nof be performed if additional pay items or quantities, which will potentially impact the M/SIDBE goal, are added to the proposal section after the issuance of a M/SBE yoal. THIS PORTION TO BE COMPLETED BY M/WBE OFFICE Prof. SBE Goal Const. MBE Goal Const. SBE Goal M/SBE PROJECT GOAL: % � % % Comments: ' ` "1tWJ:�'i'i7��L�.1�./.1... � �1��1�� • � I � • ��A� 7'�4 �M 8:39� tt��. osixsiia 00 52 43 - 1 Agreement Page 1 of 4 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on JUN 1 O 7_O1� is made by and between the City of 4 Forth Worth, a Texas home r le ici �al,�i ja ing b nd throu its dul authorized City 5 Manager,(��City'�,and_� ��[��- �b1��G�\ i7� �i� ��' �_,. 6 authorized to do business in Texas, acting by and through its duly authorized representative, 7 ("Contractor'�. �� l0 11 12 13 14 15 16 17 18 19 20 21 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as fol lows: 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; Water Main Extensions Replacements and Re%cations Contract Z013A Citv Proiect no. 2035, TPW/DOE /Vo, 7167 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 365 days after the date when 24 the Contract Time commences to run as provided in Paragraph 2.03 of the General 25 Conditions. 26 3.3 Liquidated damages 27 2s 29 30 31 32 33 34 35 36 Contractor recognizes that time is of the essence of this Agreement and that City will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 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 One Hundred Dollars ($IOO.O�j for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 WMERR2013A City Project No. 2035 00 52 43 - 2 Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 City agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of two mi//ion Dollars 40 ($ 2 000, 000, 00 ). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between City and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 47 48 49 50 sl 52 53 54 55 56 57 58 59 60 61 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non-Resident Bidder 3) Prequalification Statement 4) State and Federal documents (projectspecific) 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 Commitment Form 3. General Conditions. 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by 63 attachment or, if not attached, as incorporated by reference and described in 64 the Table of Contents of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 68 69 70 71 72 73 74 75 76 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 WMERR2013A City Project No. 2035 005243-3 Agreement Page 3 of 4 77 7s 79 80 sl s2 83 84 85 86 87 ss 89 90 91 92 93 94 95 96 97 98 99 l00 Article 6. INDEMNIFICATION 6.i. 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 souyht were caused, in whole or in part, by any act, omission or negligence of the ci . 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. 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 damaaes.beina sought were caused, in whole or in part, by any act, omission or negligence'of the citv. Artide 7. MISCELLANEOUS lol 7.1 Terms. 102 Terms used in this Agreement which are defined in Article 1 of the General Conditions 103 will have the meanings indicated in the General Conditions. 104 7.2 Assignment of Contract. 105 106 107 108 109 110 This Agreement, including all of the Contract Documents may not be assigned by the Contractor 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 party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 111 7.4 Severability. 112 Any provision or part of the Contract Documents held to be unconstitutional, void or 113 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 114 remaining provisions shall continue to be valid and binding upon CITY and 115 CONTRACTOR. 116 7.5 Governing Law and Venue. 117 This Agreement, including all of the Contract Documents is performable in the State of 118 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for 119 the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised August 17, 2012 00 52 43 - 4 Agreement Page 4 of 4 120 7.6 Other Provisions. 121 The Contractor agrees to pay at least minimum wage per hour for all labor as the 122 same is classified, promulgated and set out by the City, a copy of which is attached 123 hereto and made a part hereof the same as if it were copied verbatim herein. 124 7.7 Authority to Sign. 125 17� 127 128 129 130 131 132 Jerry Conatser, President of Cona[ser Management Group, Inc. G.P. (Printed Name) Contractor shall attach evidence of authority to sign Agreement, if other than duly ai i�hnri�or-I cinn��nr�i nf �ho ('nn�r�r�i-nr ,.,.,.� �.,� ��., „�� ,.,..,� r .,� ,.� �., ..,,� � �� .,.,,...� . IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ��Effective Date'�. Conatser Contractor: cor,5tru�r�or, rx, �.P. City of Fort Worth - BY� I�/A--� / i � Femando Costa By: `" ��'� i Assistant City Manager � , � � �(Signature) � � / _ Title: Address: 5327 Wichita Street Fort Worth, TX 76119 �� ytyN 1 r ��--�� o� a ��OPOO`OOe�v' �l.� /_� City/State/Zip: /�p rov -a� t orm and Legality: Date Dougla . Black Assistant City Attorney 133 134 135 136 137 138 139 140 141 142 aFI�ICI6�L. �dECORD GMr�r s��e�rm�� w �� Attest• � � �l rt4'�� /� �� ,�� Mary `. K yser, �T City Secreta ry �� ry �oo�� °°a 0 (Seal) �; „ �. � � 5 � � M&C Date APPROVAL RECOMMENDED: f S. Frank Crumb, P,E. �DIRECTOR, Water Department CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 WMERR2013A City Project No. 2035 OOGI 13-I PIiRI�OItM/�NCB I30N1) Pagc I ol'2 l � 3 4 5 6 7 8 9 10 11 12 13 14 IS 16 17 18 19 ?p �� ?� ?; SECTION 00 61 13 PERFORMANCE BOND Bond No. 0174445 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Conatser Construction TX, LP , known as ��Principal" herein and Berkley Insurance Company __ _. _, a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as ��Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as'�City" herein, in the penal sum of, Two Million and 00/100 -------- Dollars ($ 2,000,000.00 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the City awarded the day of �� 0 2��4, 20_, which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as Water Main Extensions, Replacements, and Re%cations, Contract 2013A — City Project No. 2035 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall 24 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 25 perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall 28 be and become null and void, otherwise to remain in full force and effect. 29 30 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant Counry, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. CI'fY C>P POR'I' WOR'I'II S'I'nNDN2D C'ONS'1'RUC'1'ION SPI?CIPICA"I'ION I)OCUMIsN'I'S Rcvised July I, 201 I WMERR2013A City Project No. 2035 00G1 13-2 PLRPORMANCE BOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of ? 3 4 s 6 7 8 9 l0 II 12 13 14 �5 16 17 18 19 20 21 22 23 24 25 26 27 ?g ?9 30 31 32 33 34 35 36 37 38 39 40 41 42 �� ts �� the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the day of Rni��a� �,� l�j,� , 20 ATf EST: (Principal) Secretary itn �s to Principa Witness as to S ety PRINCIPAL: Conatser Construction TX, LP y ,� BY: . 'v :-� . � �---_� i " Signature Jerry Conatser, President of Conatser Management Group, Inc. G.P. Name and Title Address: �327 Wichita St. Fort Worth, TX 76119 SURETY: Berkley Insurance Company � BY:� —� LL�c c--- . 7�? « ��G.�,� Signature Robbi Morales, Attorney—in—fact Name and Title Address;2�11 N. Haskell Ave. , Suite 800 Dallas, TX 75204 Telephone Number: 214/989-0000 *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. CI'I'Y OP POR"I' WOR'I'I i S'I'ANUnRD CONS'I'RUC"I'ION SPI;CIPICA"I'ION DOCUMI:N"1'S Revised July I, 201 I WMERR2013A City Project No. 2035 OOGI 14-I I'AYMf:N"I' RONI) Pagc I of2 I 2 3 4 5 6 THE STATE OF TEXAS SECTION 00 61 14 Bond No. 017444� PAYMENT BOND § § KNOW ALL BY THESE PRESENTS: § �/ COUNTY OF TARRANT 8 That we, Conatser Construction TX, LP , known as "Principal" herein, and Berkley Insurance Company , a corporate surety (sureties), duly authorized to l0 do business in the State of Texas, known as "Surety" herein (whether one or more), are held and I I firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of 12 the State of Texas, known as ��City" herein, in the penal sum of Two Million and 00/100 -------- 13 Dollars ($, 2,000,000.00 ), lawful money of the United States, to be paid in Fort Worth, Tarrant 14 County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our 15 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 day of °�� '� �� -��' , 20 , which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 ?? said Contract and designated as Water Main Extensions, Replacements and Re%cations Contract 2013A — City Project No. 2035 2; NOW, THEREFORE, THE CONDiTION OF THIS OBLIGATION is such that if Principal 24 shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 25 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, 26 then this obligation shall be and become null and void; otherwise to remain in fuli force and 27 effect. ?g 29 30 31 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. C'I'fY O1� POR'I' W<)R'I'l l S'I'nNl)nlZl) CONS'I'RUC'1'ION SPI:C'IPICn'I'ION UOCUMI�.N'I;S Rcviscd July 1, 201 I WMERR2013A City Project no. 2035 00 61 14 - 2 PAYMGN"I' I30ND Pagc 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the day of 3 till!;�i 1' �.� �,r� 20 � 4 ATTEST: (Principal) Secretary Witn as to rincipa . — ��` � 1'!�1 1�. . �1►� 1._ L.�.�.. 1 . __ . �, �� 5 6 7 8 9 l0 f�l 12 PRINCIPAL; Conatser Construction TX, LP �_ � �� BY; �,. f � �� ,Signature JerryConatser,Presidentof Conatser Management Group, Inc. G.P. Name and Title Address: �327 Wichita St. Fort Worth, TX 76119 SURETY: Berkley Insurance Company __> - BY, l -> C��.--7� yr��l/ Signature Robbi Morales, Attorney—in—fact Name and Title . Address; 2711 N. Haskell Ave. , Suite 800 Dallas, TX 75204 Witness as t urety Telephone Number: 214/989-0000 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 Ct'I'Y OI� I�OR'I' WOIZ'I'I I WMERR2013A S'1'ANDARD CONS'I'RUC'I'ION SPI:CII�ICA'1'ION f)OCUMI3N'I'S City Project no. 2035 Reviscd July l, 201 I 00G119-I M�11N"1'IiNANC{i I30NI) Pugc I of 3 r I ? 3 4 5 6 7 SECTION 00 61 19 MAINTENANCE BOND Bond No. 017444� � THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § 8 That we Conatser Construction TX, LP , known as ��Principal" herein and 9 Berkly_ Insurance Company , a corporate surety (sureties, if more than one) duly 10 authorized to do business in the State of Texas, known as "Surety" herein (whether one or I I more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of the State of Texas, known as "City" herein, in the sum of Two Million 13 and 00/100 ------ Dollars ($ 2,000,000.00 ), lawful money of the United States, to be paid in 14 Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made unto the 1 S City and its successors, we bind ourselves, our heirs, executors, administrators, successors and 16 assigns, jointly and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded I9 the day of JUN �(I� �C��4 , 20 , which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 21 materials, equipment labor and other accessories as defined by law, in the prosecution of the 22 Work, including any Work resulting from a duly authorized Change Order (collectively herein, the 23 "Work") as provided for in said contract and designated as 24 Water Main Extensions, Replacements and Re%cations Contract 2013A and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 2�3 remain free from defects in materials or workmanship for and during the period of two (2) 29 years after the date of Final Acceptance of the Work by the City (��Maintenance Period"); and 30 31 32 33 �` WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the City of the need therefore at any time within the Maintenance Period. CI'I'Y OP I�OR'I' WOR'1'I I S'1'/�ND/�RD CONS"I'RUC"I'ION SNIiC'II�IC'I�'I�ION I)OCUMIiN"I:S Rcvised July I, 201 I WMI{RR2U13n City Project No. 2035 1 2 3 4 5 6 7 8 9 ]0 11 12 13 14 IS 16 17 18 19 0061 19-2 MAIN"t'ENnNC�;i I30Nll Page 2 oi'3 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and efFect. PROVIDED, HOWEVER, if Principal shall fai) so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CI'I'Y OI' POR'1' WOR'1'li S'1'ANDARU CONS"1'RUC'1'lON SPECIrICA'fiON DOCUMI:N"1'S Reviscd July I, 201 I WM[:RR2013A City Project No. 2035 00(I 19-3 MAIN'1'ENANCG [30ND Pagc 3 of 3 � I� �� I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by 2 duly authorized agents and ofFicers on this the day of ��; �v �� s 3 , 20 4 5 6 7 8 9 l0 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 ATi-EST: (Principal) Secretary _. ,�� • �e.� PRINCIPAL: Conatser Construction TX, �P BY: ;� � � � �� _.�. . � Signature ' Jerry Conalser, President of Conatser Management Group, Inc. G.P. Name and Title Address:7327 Wichita St. Fort Worth, TX 76119 SURETY: Berkley Insurance Company BY: �' —�� - 7'l� � ,l � � Signature Robbi Morales, Attorney—in—fact Name and Title Address:2711 N. Haskell Ave. , Suite 800 Dallas, TX 75204 Telephone Number: 214/989-0000 *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. CI'I'Y OI' �ORT WOR'I'I I S"I'ANDARD CONS'I'RUCI'ION SPI:CI�IC/�'I'ION DOCUMBN'I:S Reviscd July I, 201 1 WMLRR2013A City Project No. 2035 No. BI-7280a POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMINGTON, DELAWARE � � � � �� ti .� � ti � � �� .c b � '� � , � � � � � � v > �` � I �� c �:, o a� �-- 3 � i � �� ,I � H � c � , -� � � p bl:. �. n,.� `! �� , :; � � � � �. U C,,, .� � ' �-o c � � 0 0 � � U c� u � N �� . -o � � � � d o U � 'b � ,n � I..� , � 0 F� � N ' �. .n � �� o z� -- �� U � � Y NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal offce in Greenwich, CT, has made, constituted and appointed, and does by these presents make, constitute and appoint; Ricardo J. Rey�ta, Don E. Cor�rell, Robbi Morales, Lisa M. Bonnot or Veira DeLene R7ars/ra[I ofAoit Risk Services Southwest, lizc. of Da!/as, TX its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and afl bonds and undertakings, with the exception of Financia] Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/l00 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principa] office in their own proper persons. This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010: RESOLVED, that, with respect to the Surety business written by Berkley Surety Group, the Chairman of the Board, Chief E�ecutive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney-in-fact and revoke any power of attorney previously granted; and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specifically named therein, and they haye no authority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and furth er RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certifcation thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued, IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this�"j day of i V� , 2014. Attest: Berkley Insurance Company (Seal) By � By Ira S. Lederman J . after Senior Vice President & Secretary S n r President WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE `BERKLEY" SECURITY PAPER. STATE OF CONNECTICUT ) ) ss: COUNTY OF FAIRFIELD ) Sworn to before me, a Notary Public in the State of Connecticut, this � day ofc.d.1/ZG(Ltr , 2014, by Ira S. Lederman and Jeffrey M, Hafter who are sworn to me to be the Senior Vice President and Secretary, and the Se r Vice resident, respectively, of Berkley Insurance Company. �,�,� �� . KATHLEEN COREY Public, State of�p��UNNtGIII EXPIRES CERTIFICATE ' I, the undersigned, Assistant Secretary of BERI<LEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded and that thz aathority of the Attorney-in-Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attached, is in full force and effect as of this date. Given under my hand and seal of the Company, this day of , (Seal) Andre . Tu Inquiry and Notification Rider Berkley Surety Group, LLC is the affiliated underwriting manager for all of the surety business of the following affiliated companies: Acadia lnsurance Company, Berkley Regional Insurance Company, Carolina Casualty Insurance Company, Union Standard Insurance Company, Union Insurance Company and Continental Western Group Insurance Company. To verify the authenticity of this bond please call: (973) 775-5021 or Telefax (9'73) 775-5024 Any written notices, inquiries, claims or demands to the surety on the bond to which this Rider is attached should be directed to: Berkley Surety Group, LLC 412 Mt. Kemble Ave. Suite 310N Morristown, NJ 07960 Attention: Surety Claims Department Or Telefax: (866) 408-2421 Please include with ail notices the bond number and the name of the principal on the bond. Where a claim is being asserted please set forth generally the basis of the claim. In the case of a payment or performance bond please identify the project to which the bond pertains. � , BERKLEY SURETY GROUP �`� � 00 61 25 - 1 CERTIFICATE OF 1NSURANCE Page 1 of 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 SECTION 00 61 25 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WMERR2013A City Project No. 2035 STANDARD GENERAL CONDITIONS OF THE CONSTRIJCTION CONTRACT CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Ikcember2l, 2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Definitions and Terminology ................................................................. 1.01 Defined Terms ...................................................................................... 1.02 Terminology ......................................................................................... .......................................1 .......................................1 ....................................... 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 Worl< .......................................................................................................................... 8 2.04 Before Starting Construction ........................................................................................................ 8 2.05 Preconstruction Conference .......................................................................................................... 8 2.06 Public Meeting .............................................................................................................................. 8 2.07 Initial Acceptance of Schedules .................................................................................................... 8 Article 3— Contract Documents: Intent, Amending, Reuse ............................................................................ 8 3 . O 1 Intent . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . .. . . . . . . . . . . . . 8 3.02 Reference Standards ...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies ....................................................................................... 9 3.04 Amending and Supplementing Contract Documents .................................................................10 3.05 Reuse of Documents ...................................................................................................................10 3.06 Electronic Data ............................................................................................................................ l 1 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 As�ticle 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 C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dacember2l, 2012 6.02 6.03 6.04 6.05 6.06 6.07 6.08 6.09 6.10 6.11 6.12 6.13 6.14 6.15 6.16 6.17 6.18 6.19 6.20 6.21 6.22 6.23 6.24 Labor; Worlcing Hours ................................................................................................................20 Services, Materials, and Equipment ........................................................................................... 20 ProjectSchedule ..........................................................................................................................21 Substitutes and "Or-Equals" ....................................................................................................... 21 Concerning Subcontractors, Suppliers, and Others ....................... WageRates ..................................................................................... Patent Fees and Royalties .............................................................. Permits and Utilities ....................................................................... Laws and Regulations .................................................................... Taxes.............................................................................................. Use of Site and Other Areas .......................................................... Record Documents ............................................. 24 ............................................. 25 ............................................. 26 ............................................. 27 ............................................. 27 ............................................. 28 ............................................. 28 29 ...................................................................................................................... Safety and Protection ..................................................................... Safety Representative ..................................................................... Hazard Communication Programs ................................................ Emergencies and/or Rectification .................................................. Submittals ...................................................................................... . Continuing the Woric ...................................................................... Contractor's General Warranty and Guarantee ............................. Indemnification ............................................. 29 ............................................. 30 ............................................. 30 ............................................. 3 0 ............................................. 31 ............................................. 32 ............................................. 32 33 ......................................................................................................................... Delegation of Professional Design Services ..............................................................................34 Rightto Audit .............................................................................................................................. 34 Nondiscrimination....................................................................................................................... 3 5 Article7- Other Woric 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 Representative ..................................................................................................... 37 9.02 Visits to Site ................................................................................................................................ 37 9.03 Authorized Variations in Work ..................................................................................................38 9.04 Rejecting Defective Work .......................................................................................................... 38 9.05 Determinations for Worlc Performed ..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: IXcember2l. 2012 Article 10 - Changes in the Work; Claims; Extra Work ................................................................................38 10.01 Authorized Changes in the Work ...............................................................................................38 10.02 Unauthorized Changes in the Work ...........................................................................................39 10.03 Execution of Change Orders .......................................................................................................39 10.04 Extra Work ..................................................................................................................................39 10.05 Notification to Suret � `� y .................................................................................................................. �� 10.06 Contract Claims Process .............................................................................................................40 Arti�,1P 1 1- r'n�t nfthP W�rk; Allnwanr_.P�; T Tnit Pric;e W�rk; Plans nt».ntity Me�st�rement ......................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 �ilailge of �oilti�act Tiine ............................................................................................................47 12.03 Delays ..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Worlc ......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work ........................................................................................................................... 48 13.03 Tests and Tnspections ..................................................................................................................48 13.04 Uncovering Woric ........................................................................................................................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 Worlc ................................................................................................... 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 Worlc ............................................................................................................. 57 15.02 City May Terminate for Cause ................................................................................................... 58 15.03 City May Terminate For Convenience .......................................................................................60 Article16 - Dispute Resolution ...................................................................................................................... 61 16.01 Methods and Procedures .............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCLIMENTS Revision: ]�ecember2l, 2012 Article17 — Miscellaneous .............................................................................................................................. 62 17.01 Giving Notice .............................................................................................................................. 62 17.02 Computation of Times ................................................................................................................ 62 17.03 Cumulative Remedies ................................................................................................................. 62 17.04 Survival of Obligations ...............................................................................................................63 17.05 Headings ......................................................................................................................................63 CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deceir�ber21, 2012 00 �2 00 -1 General Conditions Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERNIINOLOGY 1.01 Defrned 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 Worlc to be performed. 7. Bidder The individual or entity who submits a Bid directly to City. 8. I3idding 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. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOC[JMENTS Revision: December2l, 2012 oo�aoo-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 adjushnent 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 defmition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dec�anber2l, 2012 00 �z oo - i General Conditions Page 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The ofFicially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Worlc 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 Worlc 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 Worlc specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDt1RD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 oonoo-i General Conditions Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements—Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. 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. Mrlestone—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 STANDA1tD CONSTRUCTION SPECIFCATION DOCIJMENTS Revision: December2l, 2012 00�2oo-t General Conditions Page 5 of 63 51. Project 5chedule A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project—The Work to be performed under the Contract Documents. 53. Project Representative—The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Worlc 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 Valaces—A schedule, prepared and maintained by Contractor, aliocating portions of the Contract Price to various portions of the Worlc 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 worlcmanship as applied to the Worlc, 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. Subconti^actor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Worlc at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCiJMENTS Revision: December2l, 2012 00 �z oo - i General Conditions Page 6 of 63 63. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act far the Contractor. 66. Supplementary Conditions That part of the Contract Documents which amends or suppiements 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 Subcontractar. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. '71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: L�oember2l, 2012 007200-1 General Conditions Page 7 of 63 The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of lilce effect or import to autharize 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 Ciiy 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 ' '�--`--' ' '-- �._._..,--"-`--------- �--._�___'�--�-- � 'r._ .��__.._. ' .a:..,.ti:_� St1UWI1 Ui� 1i1U1(.�QLGU lil li1G l.l)I1liQGl LVl%U111G11LJ `U111GJJ U1G1G 1J A. JjJcl+'111G JIQ.LC111Gt11 111Ull.tlllll� 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. cl�es not cot�foi•ti1 to the Con�i�act Pocuments; 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 Worlc including all necessary labor, materials, equipment, and everything necessary to perform the Warlc 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. ARTICL� 2 — PRELIlVIINARY MA.TTERS 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 3TANDAR.D CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 2.03 Starting the Work 00 72 00 - I General Conditions Page 8 of 63 Contractor shall start to perform the Wark on the date when the Contract Time cornmences 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 Worlc 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, E11V�NDING, 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 thereo fl to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materiais, 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 3PECIFCATION DOCi.JMENTS Revision: December2l, 2012 oo�zoo-i General Conditions Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in malcing 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 Worlc under the /1.___��.,�.�4 Tl.-„�.�_�...��_l.� .� �..�.� �.�4.-. Tl.�.-.�...�4 i....4�....�� 1 li..,� r..........«... � �,vu�iav� Lv�uiiicii�� ailu �ivviuc a C;viiT�ic�c riv�ov� JJiio�iici vi ii0� uic GiOSS icicicu�iu� 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 l. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or �egulations, 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, consuitants, 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 Worlc or any duty or authority to undertalce responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Worlc, 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, ox discrepancy which Contractor discovers, or has actual lcnowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Worlc 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 Worlc affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCiJMENTS Revision: December2l, 2012 00�200-� 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 lcnowledge thereof. B. Resolving Discrepanczes: 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 specificaily incorparated 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 proposai. 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: l. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereo fl prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 �2 00 - i General Conditions Page I 1 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 fuznished by City or Engineer �^ rO;:�PwCtC.� C: h�i (`nn+:aCtO: t^ ('. ji nr FnbinaPy� that ma�� hP rPl��µi iw�nn ayrn, limitP� t� tl�P printed copies included in the Contract Documents (also icnown 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 rislc. 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 soflware application pacicages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIIZONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability ofLands 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 Worlt. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 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 Worlc is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 72 00 - 1 General Conditions Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of rnaterials 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 D�ering Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: l. 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; ! C1TY OF FORT WORTH STANDARD CONSTRUCTION 3PECIFCATION DOCUMENTS Revision: Ikcember2l, 2012 00 72 00 - i General Conditions Page 13 of63 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 Tinae Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor lcnew 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 checicing all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Worlc 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 Sho�vn 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 C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 �a oo - i Generai 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 deterrriine 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. 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 expioratory 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 DNawings: 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: l. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of � CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dzcember2l, 2012 oo�aoo-i 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 nthPr �ata intPrr�rPtat.O::S On::::O::S O; .::f^:::;wt.0:: "� ` Y � Y ' 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 IIazardous Environ�-�ental �ondition or if �ontractor or anyane 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 Woric may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Worlc based on a reasonable belief it is unsafe, or does not agree to resume such Worlc 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 Worlc. City may have such deleted portion of the Worlc performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn� and hold harmless City, fr�om 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 arbitratzon 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 ContYactor to indemn� any indivzdual or entity fi•om and agaznst the consequences of that individual's or entity's o��n 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. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Ikcember2l, 2012 oonoo-1 General Conditions Page 16 of 63 ARTICLE 5— BONDS AND INSi)RANCE 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 a$er 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 bankrupi 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 Certifrcates 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 SPECIFCATION DOCUMENTS Revision: Deceanber2l, 2012 00 �z oo - i General Conditions Page 17 of 63 2. The Contractor's general liability insurance shall 'rnclude a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 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 d ThP jn�itirPr� fnr all r�nliriae m�.ASt }'� ::C�::S�:.l µn(1/O: u"".OV�'� �O '�C �'i:S'.::OSS 'r� +1.o C't�+<, .,f . r.,......,., t.t. iu �ii.. v�uw �.i 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. 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 msurance 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 SPECIFCATION DOCUMENTS Revision: December2l, 2012 oo�aoo-� 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-doliar 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 Woric 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 empioyees. � B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or properiy 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 (TSO) policy. This insurance shall apply as primary insurance with respect to any other C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCi.JMENTS Revision: I�cemlxr2l, 2012 oonoo-i 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 ��::�: �? j j'��:5 f^ll.^�::�:2:b ��:.P. .r..^,:::Y:�+:C:: Cf ��:� Y: ��,r.t �;f ��lant�fi�ra in ±li� Ci�;YY1�mPntar�� 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 worlc, 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 Liabiliry. 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 13onds 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 Worlc 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 SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 72 00 - I General Conditions Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Worlcing 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 ali 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 SPECIFCATION DOCUMENTS Revision: Dece�nber2l, 2012 oonoo-1 General Conditions Page 21 of 63 C. All materials and equipment to be incorporated into the Worlc 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. Fi n4 Prniv�t �S�!'.J'7P./�7/IP. _ " _ " _ ' _ J _ _ _ ' _ " " "' " " _ A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the �eneral 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 O1 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no lilce, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or-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 Worlc 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.OS.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCiJMENTS Revision: December2l, 2012 00 72 00 - I 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 Worlc 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.OS.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 substiiute therefor. Requests for review of proposed substiiute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written appiication 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 O1 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 finai completion on time; b) whether use of the proposed substitute item in the Work wiil require a change in ;' any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH ' STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 72 00 - 1 General Conditions Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage 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 �r utilize a substihzte 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 malce written application to City for review in the same manner as those provided in Paragraph 6.OS.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.OS.A and 6.OS.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 indemn� and hold harmless City and anyone dzrectly or^ indirectly ernployed by them fi•om and agaznst any and all claims, damc�ges, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipnzent. E. Ciry's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.OS.A.2 and 6.OS.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 malcing changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 72 00 - I General Conditions Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business Diversity Ordinance (as amended) by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Worlc just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIP'CATION DOCUMENTS Revision: Ikxember2l, 2012 oonoo-i General Conditions Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contracival 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 sc�eduling and coordinati�g 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 t7�lork perfoimed for Contractor by a Subcontractor or SuppliPr will bP 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 worlcer is paid less than the prevailing wage rates stipulated in these contract docurnents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Vrolations and City Determination of Good Cause. On receipt of information, including a complaint by a worlcer, 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. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Lkcember2l, 2012 oo�aoo-� 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 malces 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 l 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 aftidavit 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 Woric 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 Waric 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 io pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn� and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited k' 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 fronz CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Ikxember2l, 2012 00 �a oo - i General Conditions Page 27 of 63 the incorporation in the Work of any invention, design, process, pr^oduct, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtazned permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract 1_�oct�ment�: City shall assi�t C;nntractnr; when necessary; in �htaining such nermits 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 ��ovided for in the �upplementary �onditions or Contract Documents. It will be the �ontractor'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 Departtnent 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 Worlc. 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 Worlc 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 C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 ao�2oo-i General Conditions Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to compiy 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 .Ol l, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas TaY permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. l�ttp://w�vw.�.vindo�v.state.ta.us/ta�infoltaYforms/93-for�ns.html 6.12 Use of Site and Other Areas A. Limitation on Use ofSite and OtherAreas: ' l. 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 operaiions 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. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCLIMENTS Revision: December2l, 2012 oonoo-i Genera( Conditions Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Wark, Contractor shall prornptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemn� and hold harmless City, from and against all claims, costs, losses, and damages ariszng oa�t of or relating to any claim or action, legal or equitable, brought by any such owner or occz�pant against City. R_ RPmnvnl nf nPhri:c n��ring PPrfnrmnn_r.P nf thP Wnrk• T�iirino thP nrno P.�� nf thP Wnrk 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 a$er 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 a�piopriate to coi-�•ect �he clean-up defi�ieilcies cited to �he �oiitracior in ihe wi�i��eil 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 properiy 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 Woric. 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 C1TY OF FORT WORTH STANDAIZD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 oo�aoo-i 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 thexeto, 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 shail 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 infotmation 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 SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 �a oo - � 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 col�rection necessary to conform with the requirements of the Contract Documents, ��:� �:�j' gh�ll b:V� �::� �^l:�;ui'.��^.. ;:'�.�::2 :2.^.�1�: ��:�� SL:�:: ::'�."U C� �:;u::bBS u,� �O �`� Y�.fC:�':�'�. 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 PORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: I�ecember2l, 2012 00�2oo-i 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 priar to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Worlc, 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 Ol 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: abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: I�cember2l, 2012 oonoo-i 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 C'ity 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 worlc 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 worlc; 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 worlc 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 worlc, and properly coordinate the Worlc with theirs. Contractor shall do all cutting, iitting, 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 worlc; 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 Worlc depends upon work performed by others under this Article 7, Contractor shall inspect such other worlc 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 Worlc. 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 worlc provided by others. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCLJMENTS Revision: December2l, 2012 00 �2 00 - � 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 wiil 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 comrnunications 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 ONders 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 SPECiFCATION DOCUMENTS Revision: Ikceanber2l, 2012 oonoo-i General Conditions Page 37 of 63 8.07 Linzitations on City's Responszbilities 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 puisuant 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. �.09 Co,mpliance with Safety Progr�m 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 STAT`US DUI2ING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will malce 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 Worlc. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Worlc is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to malce exhaustive or continuous inspections on the Site to checic the quality or quantity of the Worlc. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Worlc will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECTFCATION DOCI.JMENTS Revision: December2l, 2012 oo�aoo-� General Conditions Page 38 of 63 9.03 Authorized Va��iations in Wo�°k City's Project Representative may authorize minor variations in the Worlc from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, ' or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the compieted Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CI3ANGES 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). Exira Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Worlc not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Acember2l, 2012 00 �a oo - i General Conditions Page 39 of 63 10.02 Unautlzorized 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. i n,n3 E �e��ction � ChK�60 v/N�ON� A. City and Contractor shall execute appropriate Change Orders covering: changes in the Work which are: (i) ordered by City pursuant to Paragraph lO.OI.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 rontract Time which are agreed to by the parties, including any undisputed sum or amount of time for Worlc 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 malcing 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 Worlc 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 lirnited 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. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 �a oo - i 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: l. 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 adjushnent 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. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: I�ecemlxr2l, 2012 oo�zoo-t 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 involce 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. AATT�T Ti ii _(�'l�1CT l�lyTi,' TT-7-Ti` �x1llATI. AT T(1�7V ANl�Ti Q. TT1�TT'�f' DDT!''L' �7Ul1DTI. DT ANQ 1 liii/ Vt�l>� G>.LLV ITL"11\<.iJ/J� V1\11 11�ivL' 1/ V1�11� 1 LAL\/J QUANTITY MEASURCMENT 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.O1.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to : ontracto� will t�e only those addiiioilal or iilci•emenial cosis require�i because oi 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: 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 Warlc. 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% marlcup, 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, sicic 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 Woric, 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 Worlc. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:l�cember2l, 2012 00 �z oo -1 Generai 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 wiil 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 Worlc and fee as provided in this Paragraph 11.0 l . 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 Worlc, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 �z oo - i Generat 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: Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, Ci1V11111�V1J VJ1*.1111u�V1J lAllV111VS�J UUUI+I.V1J tAVVVU11Lll11LJ U1V11UJlllR U11U VV11L1UV1+.11lR U"�"11�i.J > > J> > > Y 5 5 6" � expediters, timekeepers, clerlcs, 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.O1.A.1 or specifically covered by Paragraph 11.O1.A.4, all of which are to be considered administrative costs covered by the Contractar's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 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 Worlc, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any lcind. C. Contractor's Fee: VJhen 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 Worlc, Contractor's fee shall be determined as set forth in Paragraph 12.O1.C. D. Documentation: Whenever the Cost of the Woric for any purpose is to be determined pursuant to Paragraphs 11.O1.A and 11.O1.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 brealcdown 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-bidAllowances: 1. Contractor agrees that: CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: lkxember2l, 2012 00 72 00 - I General Conditions Page 44 of 63 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Worlc. 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 worlc under the Contract Documents, the altered worlc will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 72 00 - 1 General Conditions Page 45 of 63 . 2. If the changes in quantities or alterations signiiicantly change the character of worlc, the Contract will be amended by a Change Order. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of worlc 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 wark to be done under any Majoz� 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 adjusiment 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 worlc 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. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decemb�r21, 2012 oonoo-� 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 — CIIANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIlVIE 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 Coniract 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.O1.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.O1.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.O1.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: l. 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.O1.A.1, 11.O1.A.2. and 11.O1.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 1 l.O 1.A.4 and 11.O1.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 Worlc plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C.2.a and 12.O1.C.2.b is that the Subcontractor who actually performs the Work, at whatever CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: D�eanber2l, 2012 00 72 00 - t 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.Ol.A.I and 11.O1.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%; no fee shall be payable on the basis of costs itemized under Paragraphs 11.O1.A.6, and 11.V1.D� 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 Worlc 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 SPECIFCATION DOCIJMENTS Revision: Dzcember2l, 2012 007200-1 General Conditions Page 48 of 63 ARTICLE 13 — TESTS r�ND 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. Contractar 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 thereo fl 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. City will coordinate such Testing to the extent possible, with Contractor; 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 SPECIFCATION DOCLTMENTS Revision: Decembe.r21, 2012 00 72 00 - I General Conditions Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Worlc (or the worlc of others) that is to be inspected, tested, or approved is covered by (`nntra�r,±nr :z��thn�µt �z�yittPn rnnr'�iiPn�P nf ('ii-�i ('nnt�ar,tn; ghall yf rPrn�actarl h�� (`it�i iwn�n��Pr J> > y......,...... � • ,7� 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 Uncoverin6.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. l. 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 Worlc 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 Worlc If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Worlc in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCiIMENTS Revision: Lkcemtx:r21, 2012 00 �z oo - i General Conditions Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Worlc has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shali 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 availabie 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 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 worlc 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 rislc of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Worlc 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 SPECIFCATION DOCUMENTS Revision: Ikcember2l, 2012 00 72 00 - 1 General Conditions Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Worlc, 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 .�__ ... � . . a n•._. i__n •a_ �n a�_... '.4_._ ' .� n�_�..,...�,... �_....�a t �iic iiiliiai GviicC;i,ivii YBTivu. �.i�y Suau piGviuo �v uay� 'vvii��cu ilvi.iG2 w �,�u�ia�wi Suvuiu SuGu 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 Worlc, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Worlc 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 Worlc all materials and equipment incorporated in the Worlc, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 007200-i 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 Worlc 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 T�alues 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 P�ogress 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. CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deceanber2l, 2012 007200-i General Conditions Page 53 of 63 B. Revietiv ofApplications: l. 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. �. �: y''S Yi.^,C�SSii�� ^vi ui.`y' �,u`yiii�iii llil~lUNJLIiU iii uii r�i_j�j�riiCa�ivii ivP i�a'y'iiii.iii vviii u2 uaScu vii City's observations of the executed Woric, 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 Worlc 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 ior in ihe Contraci I'iocuments, a final determination of quantities and classifications for Worlc 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 checic the quality or the quantity of the Work as it has been perfortned 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 revolce any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Worlc 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 Worlc ar complete Work in accordance with Paragraph 13.09; or C1TY OF FORT WORTH STANDARD CON3TRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 oo�zoo-i 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: l. 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 far 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 adjushnent 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 Worlc, 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 SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 �a oo - i General Conditions Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Worlc, City may use or occupy any substantially completed part of the Worls 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 Worlc. City at any time may notify Contractor in writing to �iei�iliii i ity tu use ur occupy any such pari �i ine W�ric wnicn Ci"ry determines io be ready ior iis 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.OS.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. lf City does not consider that part of the Work to be substantialiy complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Finallnspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: l. 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 Worlc is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Worlc 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 PORT WORTH STANDAI2D CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 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. ali 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 re�eased 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 bui 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 fnal 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 CIT'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Duember2l, 2012 00 �a oo -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 iiie aiiiuulii reiaineu pruviueu iiidi aii �iiiCr wuric is c;urnpieieu a5 ueiertnineu by ine i iiy. Fseiure 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 Ciry from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract 1�7ocuments or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 Czty 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 Worlc 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 talce every precaution to prevent damage or deterioration of the worlc performed; he shall provide suitable drainage about the worlc, 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. C1TY OF FORT WORTH STANDARD CONSTftUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 �z oo - i General Conditions Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: l. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. l. 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 Woric. 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 CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 oo�zoo-i 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, o�cers, 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 Woric 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. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dacember2l, 2012 00 �a oo - i General Conditions Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: l. 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 SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 �z oo - i 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 tertnination claim to the City in the form and with the certification prescribed by the City. Unless an exieiisiun is maue in wriiin� wiiiiui sucn b� uay peri�u oy ine i c�niraciur, anu �ranieu by ine 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 per�orming 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 ot� other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 oo�zoo-i General Conditions Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other 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: l. 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 rnail, 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 SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 72 00 - 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. 1 % (1S T-Tnnrliv�rrn . , ..._. ��.,.�.�,,,b� Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCiJMENTS Revision: December2l, 2012 00 73 00 - I SUPPLEMENTARY CONDITIONS Page 1 of 6 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 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 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 de�ned 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, "Resoiving Discrepancies" Plans govern over Specifications. SG4.01A 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. SG4.O1A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of: Outstanding Right-Of-Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER None TARGET� DATE OF POSSESSION 40 The Contractor understands and agrees that the dates listed above are estimates only, are not 41 guaranteed, and do not bind the City. 42 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 M W ERR2013A City Project No. 2035 i ' 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 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 If Contracto� considers the final easements provided to difFer materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. SC-4.O1A.2, ��Availability of Lands" Utilities or obstructions to be removed, adjusted, and/or relocated The followina is list of utilities and/or obstructions that have not been removed, adiusted, and/or relocated as of EXPECTED UTILITY AND LOCATION OWNER None TARGET DATE OF ADJUSTMENT The i.ontractor understands and agrees iha� tne �,aies lisied above are esiiinaies oniy, are 7oi guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: None The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SG5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective ofFicers, directors, agents and employees. (1) City (2) Consultant: None (3) Other: lVone SC-5.04A., ��Contractor's Insurance" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 M W ERR2013A City Project No. 2035 00 73 00 - 3 SUPPLEMENTARY CONDITIONS Page 3 of 6 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 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 Emp/oyer's liabi/ity $100, 000 each accident/occurrence $'Y00,000 Disease - each emp/oyee .$500, 000 Disease - policy limit SC-5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.048. 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 Bodi/y Injury per person / .$500, 000 Bodi/y Injury per accident/ $'100,000 Property Damage SG5.04D., ��Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks None CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 M W ERR2013A City Project No. 2035 00 73 00 - 4 SUPPLEMENTARY CONDITIONS Page 4 of 6 1 The Contractor shall conduct its operations on railroad properties in such a manner as not to 2 interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or 3 operation of its/their trains or other property. Such operations on railroad properties may require 4 that Contractor to execute a��Right of Entry Agreement" with the particular railroad company or 5 companies involved, and to this end the Contractor should satisfy itself as to the requirements of 6 each railroad company and be prepared to execute the right-of-entry (if any) required by a 7 railroad company. The requirements specified herein likewise relate to the Contractor's use of 8 private and/or construction access roads crossing said railroad company's properties. 9 10 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 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: None None With respect to the above outlined insurance requirements, the following shall govern: 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 properly to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an originai 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 MWERR2013A City Project No. 2035 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 6 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 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 i for the project. SC-6.07., "Wage Rates" The foliowing is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: The following is the prevailing wage rate table(s) applicable to this project and is provided in the appendixes: Commercial Construction Prevailing Wage Rates 2013 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: None SC-6.09B. ��City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: None SG6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of: None Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION None SC-7.02., "Coordination" TARGET DATE OF POSSESSION The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Sco e of Work Coordination Authori None Nane None 43 44 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Aprif 1, 2013 MWERR2013A City Project No. 2035 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SC-8.01, "Communications to Contractor" None SC-9.01., "City's Project Representative" The following firm is a consultant to the City responsible for construction management of this Project: lVone SC-13.03C., ��Tests and Inspections" None SC-16.O1C.1, ��Methods and Procedures" None 19 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 MWERR2013A City Project No. 2035 ' •• ► � .� GC-4.01 Availability of Lands - None GC-4.02 Subsurface and Physical Conditions - None GC-4.04 Underground Facilities - None GC-4.06 Hazardous Environmenta) Condition at Site - None GC-6.06.D Minority and Women Owned Business Enterprise Compliance MBE Good Faith Effort Form MBE Joint Venture Eligibility Form MBE Prime Contractor Waiver Form MBE Specifications — Special Instructions for Bidders MBE Subcontractors/5uppliers Utilization Form GC-6.07 Wage Rates Heavy and Highway Construction Prevailing Wage Rates 2013 GC-6.09 Permits and Utilities - None GC-6.24 Nondiscrimination - None GR-01 60 00 Product Requirements - None CITY OF FORT WORTH MWERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised July 1, 2011 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MWERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised July 1, 2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK F CITY OF FORT WORTH MWERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised July 1, 2011 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK il CIT`( OF FORT WORTH MWERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised July 1, 2011 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK f CITY OF FORT WORTH MWERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised July 1, 2011 GC-6.06.D Minority and Women Owned Business Enterprise Compliance MBE Good Faith Effort Form MBE Joint Venture Eligibility Form MBE Prime Contractor Waiver Form MBE Specifications — Special Instructions for Bidders MBE Subcontractors/Suppliers Utilization Form i CITY OF FORT WORTH MWERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised July 1, 2011 ATTACHMENT 1C Page 1 of 3 FORT WORTH ---.. City of Fort Worth `',�- _ MBE Good Faith Effort Form PRIME COMPANY NAME: Check applicabie block to describe prime M/W/DBE NON-M//WDBE PROJECT NAME: BID DATE City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER % % If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror wili have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and it being submitted to and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRMS On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use addifional si�eets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev. 5/30/12 Joint Venture Page 1 of 3 F � woRTH Name of City project: CITY OF FORT WORTH MBE Joint Venture Eli�ibilitv Form All questions must be a�tswered; use "N/A" if r:ot applicable. A joint venture form must be completed on each project RFPBid/Purchasing Number: .Tnint ventnre inf�rmatinn: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Piease attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the 'oinf venture MBE firm Non-MBE firm name: name: Business Address: Business Address: City, State, Zip: Ciry, State, Zip: , Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Sco e of work erformed b the Joint Venture: Describe the sco e of work of the MBE: Describe the sco e of work of the non-MBE: Rev. 5/30/12 FORT WORTH ��,,..�._._ City of Fort Worth Prime Contractor Waiver Form ATTACHMENT 1 B Page 1 of 1 PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: � MNV/DBE NON-M//WDBE BID DATE City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER % % If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if bQth answers are yes. Failure to complete this form in its entirety and be received by the Manaainq Department on or before 5:00 p.m., five (5) Citv business days after bid openinq, exclusive of the bid opening date, will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3)_years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address City/State/Zip Printed Signature Contact Name (if different) Phone Number Fax Number Email Address Date Rev. 5/30/12 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL 1NSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goai may be applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the Cify of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of ali goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is ' 0 % of the total bid (ease bid appiies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required fo comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; ' 3. Good Faith Effort documentation, or; � 4. Waiver documentation. SUBMITi'AL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The.Offeror sfiall deliver the MBE cJocumentation in , , _ _ ,, _ _ , -.-: 'person to the appropriate employee of the managirig department, and obtain a da4e/time receipt.' Such receipt shall be evitlence that the City received the documentation in the time allocated. A faxed copy will not be accepted:. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no MBE participation: opening date, exclusive of the bid openin date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontractin /supplier work: opening date, exclusive of the bid openin date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE C1TY'S BUSINESS DNERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817) 212-2674. Rev. 5/30/12 ATTACHMENT1A Page 1 of 4 FORT WORTH City of Fort Worth ,�I MBE Subcontractors/Suppliers Utilization Form Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the Ciry of Fort Worth. The intentionai 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. Marketplace is the geographic area of Tarrant Dallas Denton Johnson Parker and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1S` tier, a payment by a subcontractor to its supplier is considered 2"d tier ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner-operators, and receive full MBE credit. The MBE may lease trucks from non-MBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease aqreement. Rev. 5/30/12 Identify all subcontractors/suppliers you will use on this project (' � i' FORT WORTH ATTACHMENT 1A � Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first, use additionai sheets if necessary. If a subcontractodsuppiier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's MM/BE Office, which may be contacted for verification. Please note that onl certified MBEs will be counted to meet an MBE oai. Attach N NCTRCA Certificate ° SUBCONTRACTOR/SUPPLIER T n Detail Detail Company Name i Subcontracting Supplies Address e M W S M Work Purchased bollar Amount Telephone/Fax r B B B B E E E E -- �ru �K� � JD'S TRUCICING, LLC �-�, u. � ��-�- � �D,b�� oZ� 5001 Brentwood Stair Road #290 I ❑ �� Fort Worth, Texas 76112 Jdrew8l @yahoo.com �,D ►1G Y'�-t�, COWTOVVN REDI-NIIX ��,,.j/�) � I�1p' hn� D� ��( W PO Box 162327 � ❑ � .1 Y Fort Worth, Texas 76161 J� v (817) 759-1919 f (817) 759-1716 -- C� r�S � 6� C. Green Scaping, LP /� 2401 Handley Ederville Road ��1�� 1 �0�(/D�' Fort Worth, Texas 7611 I ❑ phone817-577-9299 fax 817-577-9331 Slue Bomiet Waste Conh�ol, Ina r'�i �� e O Q PO Box 223845 1 � �' O� Dallas, Texas 75222 T � ��"T� Ph (2.14) 748-5221 � ❑ � � � � Fax (214) 748-6886 SUN COAST RESOURC�S INC. �� ' ��D'�� Teri Bateman PO Box 972321 � ❑ ❑ ❑ Dallas, Texas 75397 v (800)677-3835 x655 �f i �'1 ��Q�� DC� HAROS BROTH�RS BORING � 5112 Mosson Road � � Fort Worth, Texas 761 19 � (817)572-6332 Rev. 5/30/12 FURT�VORTH ATTACHMENT1A Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardiess of status; i.e., Minority and non-MBEs. Please list MBE firm's first, use additional sheets if necessary. if a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for verification. Please note that oni certified MBEs will be counted to meet an MBE oal. Attach N NCTRCA Certificate ° SUBCONTRACTOR/SUPPLIER T � Detail Detail Company Name i Subcontracting Supplies Address e M W s M Work Purchased DollarAmount Telephone/Fax r B B B B E E E E , �� HD SUPPLY WATERWORICS, Ltd. F" � I' ��S �" ��l `- - PO Box 840700 I � � � 1 I Dallas, Teaas 75284 V('jj,' ��s (F17)595-0580 ��' �,� � �a��D � RINI{ER MATERIALS PO Box 730197 I❑❑ ❑ i— i'i� 1� s �� Dallas, Texas 75373 —0197 (817) 491-4321 �% I �� Rev. 5/30/12 FORT WORTH ATTACHMENT1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ �� D� �� Total Dollar Amount of Non-MBE Subcontractors/Suppiiers $ � � `-�� DD,D TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ '� a a I�� D• �� The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of Change/Addition form. Any .unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed expianation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will afFect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work perFormed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, empioyees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work perFormed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Locai 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. �� ori d ignature r � Yl �,. Titie �P `��.�'t�(�"� �5�� ._� �--i- Company Name �, d. �x I �u �-( g Address �� City/State/Zip r� o � Printed Sign ure � � � ont Dct N; m�/Title (if different) � 0 � �.� �G�. �17-�3y�-1�y3 6li -�53y-�55(� Telephone and/or Fax , � � � �u �Cc��J�-��2�'. L�r� ail Address � �' � l i ate Rev. 5/30/12 GC-6.07 Wage Rates Heavy and Highway Construction Prevailing Wage Rates 2013 CITY OF FORT WORTH MWERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised July 1, 2011 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION AC Mechanic AC Mechanic Helper Acoustical Ceiling Installer Acoustical Ceiling Installer Helper Bricklayer/Stone Mason Bricklayer/Stone Mason Trainee Bricklayer/Stone Mason Helper Carpenter Carpenter Helper Concrete Cutter/Sawer Concrete Cutter/Sawer Helper Concrete Finisher Concrete Finisher Helper Concrete Form Builder Concrete Form Builder Helper Drywall Mechanic Drywall Helper Drywai) Taper Drywall Taper Helper Electrician (Journeyman) Electrician Apprentice (Helper) Electronic Technician Floor Layer Floor Layer Helper Glazier Glazier Helper insulator Insulator Helper Laborer Common Laborer Skilled Lather Metal Building Assembler Metal Building Assembler Helper Metal Installer (Miscellaneous) Metal Installer Helper (Miscellaneous) Metal Stud Framer Metal Stud Framer Helper Painter Painter Helper Pipefitter Pipefitter Helper Plasterer Plasterer Helper Plumber Plumber Helper Reinforcing Steel Setter Wage Rate $ 25.24 $ 13.67 $ 16.83 $ 12.70 $ 19.45 $ 13.31 $ 10.91 $ 17.75 $ 14.32 $ 17.00 $ 11.00 $ 15.77 $ 11.00 $ 15.27 $ 11.00 $ 15.36 $ 12.54 $ 15.00 $ 11.50 $ 19.63 $ 15.64 $ 20.00 $ 18.00 $ 10.00 $ 21.03 $ 12.81 $ 16.59 $ 11.21 $ 10.89 $ 14.15 $ 12.99 $ 16.00 $ 12.00 $ 13.00 $ 11.00 $ 16.12 $ 12.54 $ 16.44 $ 9.98 $ 21.22 $ 15.39 $ 16.17 $ 12.85 $ 21.98 $ 15.85 $ 12.87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Meta) Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry (Fall 2012) Independently compiled by the Lane Gorman Trubitt, PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's (The Construction Association) website. www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MWERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised July 1, 2011 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MWERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised July l, 2011 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MWERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised July 1, 2011 CITY OF FORT WORTH Bid Documents Package Folder Contents Checklist Item Item INCLUDED N/A COMMENTS & INITIA�S No. 00 11 13 Invitation to 1 Bidders.doc 00 41 00_00 43 13_00 42 43_00 2 43 37 00 45 12 00 35 13 Bid Pro osal Workbook.xls 3 00 45 11_Bidders Pre ualifications.doc 4 00 45 13_Bidders Qualification A lication.xls 00 45 26_Contractor Compliance 5 with Workers Compensation Law.doc Complete Specifications and Contract Document in pdf form 6 (Referenced Specifications in Construction Specifications Folder � Complete Plan Set in pdf form $ Link to dwf sheets in Final Drawin s Folder 9 Plan Holder Registration lo Plan Holder List In Plan Holders Folder 11 This Document 1 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 11 2 SECTION O1 35 13 SPECIAL PROJECT PROCEDURES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 7 8 9 lo 11 12 13 14 15 16 17 is 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 A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j, Dust Control k. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. NON-EXCLUSIVE CONTRACT This contract is non-exclusive. During the term of this contract or any renewal hereof, the City reserves the right to advertise and award another contract for like or similar work. If a second contract is awarded, the City further reserves the right to issue work orders under either contract as it deems in its best interest, without recourse. 2. EMERGENCY SITUATION, JOB MOVE-IN The Owner or Engineer shall determine when an emergency situation shall exist. When water emergency work is required, the Contractor shall mobilize to the said location within twenty-four (24) hours after given notification from the Inspector and/or Project Manager. The Contractor shall make all necessary arrangements for bypass pumping, setting up barricades, notifying citizens, etc., while waiting for other utilities to be located as directed by the Engineer. The Contractor shall work continuously until the emergency work order has been completed at a time agreed to by the Project Manager, Inspector, and Contractor. After the emergency work order has been completed, there will be no additionai "Job Move-In" charges paid to remobilize back to the previous project location site. 3. PAYMENT Because of the unique nature of this contract, Article 14, PAYMENTS TO CONTRACTOR AND COMPLETION of the General Conditions shall be amended and superseded by the following; (Please initiai below) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR20313A City Project No, 2035 O1 35 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 11 1 2 Whenever the improvements prescribed by an individuai Work Order have 3 been completed, the Contractor shall notify the Engineer. The Engineer or 4 other appropriate official of the Owner will, within a reasonable time, perform 5 the inspections, If such inspection reveals that the improvements are in an 6 acceptable condition and have been completed in accordance with the terms of 7 the Contract Documents and all approved modifications thereof, the Engineer 8 will recommend acceptance of the work under that particular Work Order and n ror�mmar�ryl �uymon� �horof�ro l� 11 If the Engineer finds that the work has not been completed as required, he 12 shall so advise the Contractor in writing, furnishing him an itemized list of all 13 known items which have not been completed or which are not in an acceptable 14 condition, When the Contractor has corrected all such items, he shall again 15 notify the Engineer that the improvemerits are ready for inspection, and the 16 Engineer shall proceed as outlined above, 17 ls Whenever the improvements prescribed by the individual Work Order have 19 been completed and all requirements of the Contract Documents have been 2o fulfilled on the part of the Contractor, an estimate showing the value of the 21 work will be prepared by the Engineer as soon as the necessary 22 measurements, computations, and checks can be made. 23 24 The amount of the estimate will be paid to the Contractor after acceptance by 25 the Water Department Director, provided the Contractor has furnished to the 26 Owner satisfactory evidence of payment as follows: Prior to submission of the 27 estimate for payment, the Contractor shall execute an affidavit, as furnished by 2s the City, certifying that ali persons, firms, associations, corporations, or other 29 organizations furnishing labor and/or materials under that Work Order have 3o been paid in full, that the wage scale established by the City Council in the City 31 of Fort Worth has been paid, and that there are no claims pending for personal 32 injury and/or property damages, 33 34 The acceptance by the Contractor of the individual payment as aforesaid shall 35 operate as and shall release the Owner from all claims or liabilities under the 36 Contract for anything done or furnished or relating to the work under that 37 Work Order or any act or neglect of said City relating to or connected with the 3 8 Contract, 39 4o The making of the payment by the Owner shall not relieve the Contractor of 41 any guarantees or other requirements of the Contract Documents which 42 specifically continue thereafter. 43 44 Bidder's Initials 45 46 4. BID QUANTITIES AND CONTRACT AWARD 47 Bid quantities of the various items in the proposal are for comparison only and 4s may not reflect the actual quantities. There is no limit to which a bid item can 49 be increased or decreased. 50 CITY OF FORT WORTH WMERR20313A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of I 1 1 Contractor shall not be entitled to renegotiation of unit prices regardless of the 2 final measured quantities. To the extent that Articles 10, 11, or 12 conflicts 3 with this provision, this provision controls. No claim will be considered for lost 4 or anticipated profits based upon differences in estimated quantities versus 5 actual quantities. 6 7 Total quantities given in the bid proposal may not reflect actual quantities; 8 however, they are given for the purpose of bidding and awarding the contract. 9 A contract in the amount of $2,000,000.00 shall be awarded with final payment lo based on actuai measured quantities and the unit price bid in this proposal. 11 Moreover, there is to be not limit on the variation between the estimated 12 quantities shown and actual quantities performed. 13 14 5. LIFE OF CUNTRACT 15 It is contemplated that Work Orders will be issued to the Contractor for work 16 to be performed under this Contract for not to exceed 365 calendar days 17 following the date of the Contract nor to exceed the limit of the bid price, 18 whichever should occur first. The Contractor shali be required to complete any 19 work covered by a Work Order issued prior to that date of termination but will 2o not be required to accept any work order for execution dated after that date of 21 termination. If the cost of the work performed under this Contract is less than 22 the limit of the contract award at the end of the 365 calendar day period, at 23 the City's option and the Contractor's concurrence, the Project may be 24 extended to the limit of the contract award. 25 26 6. DETERMINATION AND INITIATION OF WORK 27 The Engineer shall determine and designate to the Contractor the location of 28 the service main requiring replacement by a Work Order together with a sketch 29 for each such replacement, giving the limits, size and nature of work required. 3o The Engineer will notify the Contractor that a Work Order is ready and fax 31 and/or email the Contractor a copy of the Work Order notification. The 32 Contractor is to provide his fax number and email address to the Engineer at 33 the pre-construction conference. Single or several Work Orders may be issued 34 at one time. The Contractor shall initiate work on a replacement within seven 35 (7) working days of the date the Work Order is sent to the Contractor, and 36 continue work on the Work Order until it has been completed, not including 37 paving. The Contractor shall furnish and supply sufficient equipment and 38 personnel to complete the Work Order in the amount of time provided for in 39 the Work Order. Should the Contractor fail to start any Work Order within the 4o time specified, he shall add the necessary work crews and equipment to 41 prosecute the work to complete the Work Order or Work Orders in the time 42 provided. 43 44 7. MOVE IN CHARGES 45 A Work Order may contain one or more locations. One move-in fee will paid to 46 the contractor per Work Order issued. Locations for multiple sites per Work 47 Order will be in the same general vicinity, if possible, and if so, only one 4s mobilization charge will be paid. 49 CITY OF FORT WORTH WMERR20313A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of I 1 1 2 3 4 5 6 7 s 0 . lo rl 12 13 14 15 16 17 18 19 20 When water and sewer work are required only the water move in fee will be paid, At no time will both fees be paid for one specific location. 8, LIQUIDATED DAMAGES The Contractor shall pay liquidated damages of four hundred twenty dollars ($420.00) per day per Work Order, for failure to begin a Work Order within the seven (7) working days of the date the Work Order is faxed to the Contractor. Failure to complete project within the stipulated construction time on the Work (lrrlor �ho ('nnf-rarhnr �niill ria�i lini iiriat-r�ri riamanac in tho amni mt ctini ilafiarl in ..�.. �� ,.��.. ....��.,.,......� .,�� r..,� .�..�u��,........, ..u��.,7.... „� ,.,�....��,.,..,,..,.,r,...,....0 ,., these contract documents. 9. TRENCH SAFEiY SYSTEM DESIGN Because of the unique nature of this contract, the number of trench safety system designs required is not known at the time bids are received. While the contractor is still bound by the latest version of the U.S, Department of Labor, Occupational Safety and Heaith Administration Standards, 29 CFR Part 1926, Subpart P-Excavations, it is the City's intention that all costs incurred �y the Contractor in acquiring trench safety designs be included in the unit price bid for Job Move In or mobilization. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the 23 Contract 24 2. Division 1— General Requirements 25 3. Section 33 12 25 — Connection to Existing Water Mains 26 1.2 PRICE AND PAYMENT PROCEDURES 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) AdditionalInsurance 5) Insurance Certificates 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of the Project. 2. Railroad Flagmen a. Measurement 1) Measurement for this Item will be per working day. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR20313A City Project No. 2035 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 1 I 1 2 3 4 s 6 7 8 9 10 il b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for each working day that Railroad Flagmen are present at the Site. c. The price bid shall include: 1) Coordination for scheduling flagmen 2) Flagmen 3) Other requirements associated with Railroad 3. All other items a. Work associated with these Items is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 12 1.3 REFERENCES 13 A. Reference Standards 14 1. 15 16 17 2. 18 19 3. 20 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. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. North Central Texas Council of Governments (NCTCOG) — Clean Construction Specification 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Coordination with the Texas Department of Transportation 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufFicient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage-type of guard about the boom or arm b. Tnsulator 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 voitage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR20313A City Project No. 2035 01 35 13 - 6 SPECIAL PROJECT PROCEDURES Page 6 of 11 1 2 3 4 5 6 7 8 9 lo 11 12 13 14 15 16 17 1s 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 a) Maintain an accurate log of all such calis 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: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 45 G. Water Department Coordination CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR20313A City Project No. 2035 O1 35 13 - 7 SPECIAL PROJECT PROCEDURES Page 7 of 11 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 1 2. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischiefi� and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. H. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that wili be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the biock e) Name of the contractor's foreman and phone number fi� Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the �pre-construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to ali residents of the block. I. Public Notification of Temporary Water Service Interruption during Construction 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 W M ERR20313A City Project No. 2035 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 11 1 2 3 4 5 6 7 8 y 10 11 12 13 14 is 16 � C. d. e. f. 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 H sampie or ine temporary water service incerruption notir"ication is attached as Exhibit B. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. 17 J. Coordination with United States Army Corps of Engineers (USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required, meet all requirements set forth in each designated 2o permit. 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 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. b. If wet saw cutting is performed, capture and properly dispose of slurry. M. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR20313A City Project No. 2035 01 35 13 -9 SPECIAL PROJECT PROCEDURES Page 9 of 11 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 iJ CtOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED� 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] l0 PART 3- EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.8 — Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High 8/31/2012 D. Johnson Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit 13 CITY OF FORT WORTH WMERR20313A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 01 35 13 - 10 SPECIAL PROJECT PROCEDURES Page 10 of i l 1 2 3 4 5 6 7 8 9 lo 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 Date: CI'IV IVo.; Project Name: Mapsco Location: Limits of Construction: EXHIBIT A (To be printed on Contractor's Letterhead) ' f ' ' t ' � � � . 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.> �� Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FL YER HA/VDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR20313A City Project No. 2035 01 35 13 - 11 SPECIAL PROJECT PROCEDURES Page 11 of i 1 1 2 EXHIBIT B FORT WO�TH . �: �� Ho. � ,�o,� ��: ti0?ICE 4F TEMPORARY WA?ER SLRVICE II�ITERRLiPTIOI�t DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, XOUR WATER SERVTCE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTiONS ABOUT TfIIS SHITT-OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THAlYK YOU, CONTRACTOR 3 4 CITY OF FORT WORTH WMERR20313A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 015526-1 STREET USE PERMtI' AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 01 55 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PA.RT 1 - G�NERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 I. Due to the unique nature of this contract, each street use pei7nit ��vill be �aid at the 12 pre-bid Llnit price bid per each. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Coniract 15 2. Division 1— General Requirements 16 3. Section 34 71 13 — Traffic Control 17 1.2 PRICE AND PAYIV�NT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES 22 A. Reference Standards 23 l. Reference standards cited in this specification refer to the current reference standard 24 published at the time of the latest revision date logged at the end of this 25 specification, unless a date is specifically cited. 26 2. Texas Manual on Uniform Trafiic Controi Devices (TMUTCD). 27 1.4 ADMINISTRATIVE REQUIl2EMENTS 28 A. Traffic Control 29 l. General 30 a. When traffic control plans are included in the Drawings, provide Traffic 31 Control in accordance with Drawings and Section 34 71 13. 32 b. When traffic control plans are not included in the Drawings, prepare traffic 33 control plans in accordance with Section 34 71 13 and submit to City for 34 review. 35 1) Allow minimum 10 working days for review of proposed Traffic Control. 36 B. Street Use Permit 37 1. Prior to installation of Traffic Control, a City Street Use Permit is required. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [lnsert Project Number] Revised July 1, 2011 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2 3 4 5 6 7 R 9 10 11 12 13 a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traf�c Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a: �i�hmit rPvi�Pri traffi� �nntrnl nlan� tn (='ity 1�PpartmPnt Tran�r�rtatinn anrl 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. 14 D. Removal of Street Sign 15 1. If it is determined that a street sign must be removed for construction, then contact 16 City Transportation and Public Worlcs Department, Signs and Markings Division to 17 remove the sign. 18 E. Temporary Signage 19 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 20 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 21 Devices (MUTCD). 22 23 24 25 26 27 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 reinstail the permanent sign. F. Tra�c Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. CITY OF FORT WORTH STANDAR_D CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name) [Insert Project Number] 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAG�, A,ND IIANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WA.RRANTY [NOT US�D] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ' Revised July 1, 2011 [Insert Project Name] [Insert Project Number] oi�000-i MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 2 SECTION 01 70 00 MOBILIZATION AND REMOBILIZATION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 � s 9 10 11 12 13 14 1s 16 17 Is 19 20 21 22 23 24 2s 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 A. Section Includes: 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 personnei, 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 01 �o 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 2 3 4 s 6 � R 9 io 11 12 13 14 15 16 1� 1g 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and oneratina sunnlies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Ftemovai of aii buiidings or other facili'ties assembied at the 5ite for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the Ciry and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification Part 1 — General 1.1 Summary 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. Contractor to emergency mobilize within 24 hours of notification by Project Manager. (Not issuance of work order) 1.2 Price and Payment Procedures A. Measurement and Payment 33 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 34 e. After the emergency work order has been complete, there will be no 3s additional mobilization charges paid to remobilize back to the previous project 36 location site . 3� C. Related Specification Sections include, but are not necessarily limited to: 38 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the 39 Contract 40 2. Division 1— General Requirements 41 1.2 PRICE AND PAYMENT PROCEDURES 42 A. Measurement and Payment 43 1. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS Revised December 20, 2012 W M ERR2013A City Project No. 2035 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 2 3 4 s 6 � 8 9 lo 11 12 13 14 is 16 17 is 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 a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. 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 "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 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 fior this Item shall be for each Mobilization and Demobilization required by the Contract Documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 2 3 4 s 6 � s 9 10 11 12 13 14 15 16 17 ls 19 20 21 22 23 24 25 26 b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under ��Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMTTTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED� 1.9 QUALITY ASSURANCE [NOT USED] 1.10DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11FIELD [SITE] CONDITIONS [NOT USED] 1.12WARRANTY [NOT USED] PART 2 -. PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 27 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCIIMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 oaai ra-i UTILITY REMOVAL/ABANDONMENT Page 1 of 16 1 2 OSECTION 02 41 14 UTILITY REMOVAL/ABANDONMENT 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 1s 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 A. Section Includes: 1. Direction for the removal, abandonment or salvaging of the following utilities: a. Cathodic Protection Test Stations b. Water Lines c. Gate Valves d. Water Valves e. Fire Hydrants f. Water Meters and Meter Box g. Water Sampling Station h. Concrete Water Vaults i. Sanitary Sewer �ines j. Sanitary Sewer Manholes k. Sanitary Sewer Junction Boxes I. Storm Sewer Lines m. Storm Sewer Manhole Risers n. Storm Sewer Junction Boxes o. Storm Sewer Inlets p. Box Culverts q. Headwalls and Safety End Treatments r. Trench Drains B. Deviations from this City of Fort Worth Standard Specification . Part 1 — General 1.1 Price and Payment Procedures B. Water Lines and Appurtenances 9. Concrete Water Vault Removal a. Measurement 1.) Measurement will be for large concrete vaults, No payment for small concrete water meter vaults (boxes) housing 2" or smaller water meters, C. Sanitary Sewer Lines and Appurtenances 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1.) Measurement per each cut & plug and abandonment plug installed only in a separate trench. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 02 41 14 - 2 UTILITY REMOVAL/ABANDONMENT Page 2 of 16 1 3.4 2 3 4 5 Removal, Salvage and Abandonment B. Water Lines and Appurtenances 5. Should read "Water Valve Abandonment" 6, Water Valve Removal and salvage e. Do not fill, valve is removed. 6 C. Related Specification Sections include, but are not necessarily limited to: 7 1, niyisi�n Q— Bidding Repuirements; Contract Forms and Conditions of the s Contract 9 2. Division 1— General Requirements l0 3. Section 03 34 13 — Controlled Low Strength Material (CLSM) 11 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 12 5. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 13 6. Section 33 11 11 — Ductile Iron Fittings 14 7. Section 33 11 13 — Concrete Pressure Pipe, �ar-wrapped, �teei Cylinder iype 15 8. Section 33 11 14 — Buried Steel Pipe and Fittings 16 9. Section 33 12 25 — Connection to Existing Water Mains 17 1.2 PRICE AND PAYMENT PROCEDURES 18 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 A. Utility Lines 1. Abandonment of Utility Line by Grouting a. Measurement 1) Measurement for this Item shall be per cubic yard of existing utility line to be grouted. Measure by tickets showing cubic yards of grout applied. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price per cubic yard of "Line Grouting" for: a) Various types of utility line c. The price bid shall include: 1) Low density cellular c�rout or CLSM 2) Water 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Utility Line Removal, Separate Trench a. Measurement 1) Measurement for this Item shall be per linear foot of existing utility line to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under ��Measurement" shall be paid for at the unit price bid per linear foot of ��Remove Line" for: a) Various types of existing utiliry line CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS City Project No. 2035 Revised December 20, 2012 02 41 14 - 3 UTILITY REMOVAL/ABANDONMENT Page 3 of i6 1 2 3 4 5 6 7 s 9 lo il 12 13 14 15 16 17 rs 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 b) Various sizes c. The price bid shall include: 1) Removal and disposal of existing utility pipe 2) Pavement remova) 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 3. Utility Line Removal, Same Trench a. Measurement 1) This Item is considered subsidiary the proposed utility line being instalied. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the installation of proposed utility pipe and shall be subsidiary to the unit price bid per linear foot of pipe complete in place, and no other compensation will be allowed. 4. Manhole Abandonment a. Measurement 1) Measurement for this Item will be per each manhole to be abandoned. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each ��Abandon Manhole" for: a) Various diameters b) Various types c. The price bid shall include: 1) Removal and disposal of manhole cone 2) Removal, salvage and delivery of frame and cover to City, if applicabie 3) Cutting and plugging of existing sewer lines 4) Concrete 5) Acceptable material for backfilling manhole void 6) Pavement removal 7) Excavation 8) Hauling 9) Disposal of excess materials 10) Furnishing, placement and compaction of backfill 11) Surface restoration 12) Clean-up 5. Cathodic Test Station Abandonment a. Measurement 1) Measurement for this Item will be per each cathodic test station to be abandoned. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each ��Abandon Cathodic Test Station". c. The price bid shall include: CITY OF FORT WORTH STANDt1RD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 02 41 14 - 4 UTILITY REMOVAL/ABANDONMENT Page 4 of 16 1 2 3 4 5 6 7 s 9 lo li 12 13 14 15 lb 17 18 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1) 2) 3) 4) 5) 6) 7) 8) Abandon cathodic test station CLSM Pavement removal Excavation Hauling Disposal of excess materials Furnishing, placement and compaction of backfill Clean-up B. Water Lines and Appurtenances 1. Installation of a Water Line Pressure Plug a. Measurement 1) Measurement for this Item shall be per each pressure plug to be installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measur�d as provided under "Measurem�nt" shall be paid for at the unit price bid for each "Pressure Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing pressure plug 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess material 6) Gaskets 7) Bolts and Nuts 8) Furnishing, placement and compaction of embedment 9) Furnishing, placement and compaction of backfill 10) Disinfection il) Testing 12) Clean-up 2. Abandonment of Water Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under ��Measurement" shali be paid for at the unit price bid for each ��Water Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 02 41 14 - 5 UTILITY REMOVAL/ABANDONMENT Page 5 of 16 1 2 3 4 s 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 0 5. 3. Water Valve Removal a. Measurement 1) Measurement for this Item will be per each water valve to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Water Valve" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of valve 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up Water Valve Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water valve to be removed and salvaged. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under ��Measurement" shall be paid for at the unit price bid per each ��Salvage Water Valve" for: a) Various sizes c. The price bid shall include: 1) Removal and Salvage of valve 2) CLSM 3) Delivery to City 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess materials 8) Furnishing, placement and compaction of backfill 9) Clean-up Water Valve Abandonment a. Measurement 1) Measurement for this Item will be per each water valve to be abandoned. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each ��Abandon Water Valve" for: a) Various Sizes c. The price bid shall include: 1) Abandonment of valve 2) CLSM 3) Pavement removal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 02 41 14 - 6 UTILITY REMOVAL/ABANDONMENT Page 6 of 16 1 2 3 4 5 6 7 8 9 lo 11 12 13 14 15 16 17 i8 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 � 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up Fire Hydrant Removal and Salvage a. Measurement 1) Measurement for this Item will be per each fire hydrant to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each ��Salvage Fire Hydrant". c. The price bid shall include: 1) Removal and salvage of fire hydrant 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 7. Water Meter Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water meter to be removed and salvaged. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under ��Measurement" shall be paid for at the unit price bid per each ��Salvage Water Meter" for: a) Various sizes 2) If a"Water Meter Service Relocate" is performed in accordance with Section 33 12 10, removal and salvage or disposal of the existing (2- inch or smaller) water meter shall be subsidiary to the cost of the "Water Meter Service Relocate", no other compensation will be allowed. c. The price bid shall include: 1) Removal and salvage of water meter 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 8. Water Sampling Station Removal and Salvage a. Measurement i) Measurement for this Item will be per each water sampling station to be removed. b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 024114-7 UTILITY REMOVAL/ABANDONMENT Page 7 of 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1s 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 1) The work performed and materials furnished in accordance with this Item and measured as provided under ��Measurement" shall be paid for at the unit price bid per each ��Salvage Water Sampling Station". c. The price bid shall include: 1) Removal and salvage of water sampling station 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 9. Concrete Water Vault Removal a. Measurement 1) Measurement for this Item will be per each concrete water vault to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shail be paid for at the unit price bid per each ��Remove Concrete Water Vault". c. The price bid shall include: 1) Removal and disposal of concrete water vault 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Removal, salvage and delivery of any valves to City, if applicable 4) Removal, salvage and delivery of any water meters to City, if applicable 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess materials 9) Furnishing, placement and compaction of backfill 10) Clean-up C. Sanitary Sewer Lines and Appurtenances i. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under ��Measurement" shall be paid for at the unit price bid for each "Sewer Abandonment Plug" for: a) Various sizes c. The price bid shall inciude: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 02 41 14 - 8 UTILITY REMOVAL/ABANDONMENT Page 8 of 16 1 2 3 4 5 6 7 s 9 lo 11 12 13 14 is 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 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Sanitary Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each sanitary sewer manhole to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paia for at the unit price bid per each ��Remove Sewer Manhole" for: a) Various diameters c. The price bid shall include: 1) Removal and disposal of manhole 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Cutting and plugging of existing sewer lines 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess materials 8) Furnishing, piacement and compaction of backfill 9) Clean-up 3. Sanitary Sewer Junction Structure Removal a. Measurement 1) Measurement for this Item will be per each sanitary sewer junction structure being removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under ��Measurement" shall be paid for at the lump sum bid per each "Remove Sewer .7unction Box" location. c. The price bid shall include: 1) Removal and disposal of junction box 2) Removal, salvage and delivery of frame and cover to City. 3) Pavement removai 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up D. Storm Sewer Lines and Appurtenances 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug to be installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Storm Abandonment Plug" installed for: a) Various sizes CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 02 41 14 - 9 UTILITY REMOVALIABANDONMENT Page 9 of 16 1 2 3 4 5 6 7 s 9 l0 il 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 2. 3. c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up Storm Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each storm sewer manhole to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under'�Measurement" shall be paid for at the unit price bid per each ��Remove Manhole Riser" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of manhole 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Ciean-up Storm Sewer Junction Box Removal a. Measurement 1) Measurement for this Item will be per each storm sewer junction structure to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Storm Junction Box" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of junction box 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 4. Storm Sewer Junction Structure Removal a. Measurement 1) Measurement for this Item will be per each storm sewer junction structure being removed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 02 41 14 - 10 UTILITY REMOVAL/ABANDONMENT Page 10 of 16 1 2 3 4 5 6 7 8 y lo 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 5. Q b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the lump sum bid per each ��Remove Storm Junction Structure" location. c. The price bid shall include: 1) Removal and disposa) of junction structure 2) Removal, salvage and delivery of frame and cover to City, if applicable ,,. _ � 3� ravei�le�li rei►lovai 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up Storm Sewer Inlet Removal a. Measurement 1) Measurement for this Item will be per each storm sewer inlet to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Storm Inlet" for: a) Various types b) Various sizes c. The price bid shall include: 1) Removal and disposal of inlet 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up Storm Sewer Junction Box Removal a. Measurement 1) Measurement for this Item shall be per linear foot of existing storm sewer box to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under ��Measurement" shall be paid for at the unit price bid per linear foot of "Remove Storm )unction Box" for all sizes. c. The price bid shall include: 1) Removal and disposal of Storm Sewer Box 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 02 41 14 - 11 UTILITY REMOVAL/ABANDONMENT Page 11 of 16 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 2s 29 30 31 32 33 7 : 34 1.3 REFERENCES [NOT USED] 35 1.4 ADMINISTRATIVE REQUTREMENTS 36 37 38 A. Coordination Headwall/SET Removal a. Measurement 1) Measurement for this Item will be per each headwall or safety end treatment (SEf) to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each ��Remove Headwall/SET". c. The price bid shall include: 1) Remova� and disposai of Headwall/SE� 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up Trench Drain Removal a. Measurement 1) Measurement for this Item shail be per linear foot of storm sewer trench drain to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of ��Remove Trench Drain" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of storm sewer line 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 1. Contact Inspector and the Water Department Field Operation Storage Yard for coordination of salvage material return. CPI'Y OF FORT WORTH STANDAR.D CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 W M ERR2013A City Project No. 2035 02 41 14 - 12 UTILITY REMOVAL/ABANDONMENT Page 12 of 16 1 2 3 4 5 6 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1J CLOSEOUT SUBMI7?ALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING 7 A. Storage and Handling Requirements 8 1. Protect and salvage all materials such that no damage occurs during delivery to 9 the City. l0 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 �,,17\A/ADDANT'V P�►�l1T II�C�'lll .a.�. ��r��r�� • ■ L v ■ v r.v� 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 MATERIALS 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 REMOVAL, SALVAGE, AND ABANDONMENT A. General 1. Manhole Abandonment a. All manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfill in accordance with Section 33 05 10. c. Remove and salvage manhole frame and cover as coordinated with City. d. Deliver salvaged material to the City. e. Cut and plug sewer lines to be abandoned. f. Backfill manhole void in accordance with City Standard Details. B. Water Lines and Appurtenances 1. Water Line Pressure Plugs a. Ductile Iron Water Lines CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 W M ERR2013A City Project No. 2035 02 41 14 - 13 UTILITY REMOVAL/ABANDONMENT Page 13 of 16 i 2 3 4 5 6 7 8 9 lo il 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 � 3. � 5 C� 1) Excavate, embed, and backfil) in accordance with Section 33 05 10. 2) Plug with an M7 Plug with mechanical restraint and blocking in accordance with Section 33 li 11. 3) Perform Cut and Plug in accordance with Section 33 12 25. b. PVC C900 and C905 Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance with Section 33 11 11. 3) Perform Cut and Plug in accordance with Section 33 12 25. c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10 2) Plug using: a) A fabricated plug restrained by welding or by a Snap Ring in accordance with Section 33 11 13; or b) A blind flange in accordance with Section 33 11 13 3) Perform Cut and Plug in accordance with Section 33 12 25. d. Buried Steel Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug using: a) A fabricated plug restrained by welding in accordance with Section 33 11 14; or b) A blind flange in accordance with Section 33 11 14 3) Perform Cut and Plug in accordance with Section 33 12 25. Water Line Abandonment Plug a. Excavate and backfill in accordance with Section 33 05 10. b. Plug with CLSM in accordance with Section 03 34 13. Water Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater from existing line to be grouted. c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or CLSM in.accordance with 03 34 13. d. Dispose of any excess material. Water Line Remova) a. Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipe line and properly dispose as approved by City. Water Valve Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and dispose of valve bonnet, wedge and stem. c. Fill valve body with CLSM in accordance with Section 03 34 13. Water Valve Removal and Salvage a. Excavate and backfill in accordance with Section 33 05 10. b. Remove valve bonnet, wedge and stem. c. Deliver salvaged material to the Water Department Field Operation Storage Yard. d. Protect salvaged materials from damage. e. Fil) valve body with CLSM in accordance with Section 03 34 13. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 W M ERR2013A City Project No. 2035 02 41 14 - 14 UTILITY REMOVAL/ABANDONMENT Page 14 of 16 1 2 3 4 5 6 7 8 9 lo 11 12 13 14 15 16 17 Is 19 20 21 22 7. Water Valve Abandonment a. Excavate and backfill in accordance with Section 33 05 10. b. Remove the top 2 feet of the valve stack and any valve extensions. c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. 8. Fire Hydrant Removal and Salvage a. Excavate and back�ll in accordance with Section 33 05 10. b. Remove Fire Hydrant. c. Piace abandonment plug on fre hydrant lead line. d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage Yard. e. Protect salvaged materials from damage. 9. Water Meter Removal and Salvage a. Remove and salvage water meter. b. Return salvaged meter to Project Representative. c. City will provide replacement meter for installation. d. Meter Box and Lid 1) Remove and salvage cast iron meter box lid. 2) Remove and dispose of any non-cast iron meter box lid. 3) Return salvaged material to the Water Department Field Operation Storage Yard. 4) Remove and dispose of ineter box. 23 10. Water Sample Station Removal and Salvage 24 a. Remove and salvage existing water sample station. 25 b. Deliver salvaged material to the Water Department Field Operation Storage 26 Yard. 27 11. Concrete Water Vault Removal 28 a. Excavate and backfill in accordance with Section 33 05 10. 29 b. Remove and salvage vault lid. 3o c. Remove and salvage valves. 31 d. Remove and salvage meters. 32 e. Deliver salvaged material to the Water Department Field Operation Storage 33 Yard. 34 f. Remove and dispose of any piping or other appurtenances. . 35 g. Demolish and remove entire concrete vault. 36 h. Dispose of ali excess materials. 37 12. Cathodic Test Station Abandonment 38 a. Excavate and backfill in accordance with Section 33 05 10 39 b. Remove the top 2 feet of the cathodic test station stack and contents. 4o c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. 41 C. Sanitary Sewer Lines and Appurtenances 42 1. Sanitary Sewer Line Abandonment Plug 43 a. Excavate and backfill in accordance with Section 33 05 10. 44 b. Remove and dispose of any sewage. 45 c. Plug with CLSM in accordance with Section 03 34 13. 46 2. Sanitary Sewer Line Abandonment by Grouting 47 a. Excavate and backfill in accordance with Section 33 05 10. 48 b. Dewater and dispose of any sewage from the existing line to be grouted. CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 02 41 14 - I S UTILITY REMOVAL/ABANDONMENT' Page 15 of 16 1 2 3 4 5 6 7 8 9 lo 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 C� � 5. c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or CLSM in accordance with 03 34 13. d. Dispose of any excess material. Sanitary Sewer Line Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipe line and properly dispose as approved by City. Sanitary Sewer Manholes Removal a. All sanitary sewer manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfil) in accordance with Section 33 05 10. c. Remove and salvage manhole frame and cover. d. Deliver salvaged material to the Water Department Field Operation Storage. e. Demolish and remove entire concrete manhole. f. Cut and plug sewer lines to be abandoned. Sanitary Sewer Junction Structure Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and salvage manhole frame and cover. c. Deliver salvaged material to the Water Department Field Operation Storage. d. Demolish and remove entire concrete manhole. e. Cut and plug sewer lines to be abandoned. D. Storm Sewer Lines and Appurtenances 1. � 3. � 5 C� Storm Sewer Abandonment Plug a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater line. c. Plug with CLSM in accordance with Section 03 34 13. Storm Sewer Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater the existing line to be grouted. c. Fill (ine with Low Density Cellular Grout in accordance with Section 33 05 24 or CLSM in accordance with 03 34 13. d. Dispose of any excess material. Storm Sewer Line Removai a. Excavate and backfill in accordance with Section 33 05 10. b. Remove existing pipe line and properly dispose as approved by City. Storm Sewer Manhole Removal a. All storm sewer manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfill in accordance with Section 33 05 10. c. Demolish and remove entire concrete manhole. d. Cut and plug storm sewer lines to be abandoned. Storm Sewer Junction Box and/or Junction Structure Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete structure. c, Cut and plug storm sewer lines to be abandoned. Storm Sewer Inlet Removal CPI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 02 41 14 - 16 UTILITY REMOVAL/ABANDONMENT Page 16 of 16 1 2 3 4 5 6 7 8 9 lo 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete inlet. c. Cut and plug storm sewer lines to be abandoned. 7. Storm Sewer Box Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipe line and properly dispose as approved by City. 8. Headwall/SET Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete inlet. c. Cut and plug storm sewer lines to be abandoned. 9. Storm Sewer Trench Drain Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove existing pipe line and dispose as approved by City. 3.� REPAIR % REST�R�IT�DIV (,IVO� l)S�DJ 3.6 RE-INSTALLATION [NOT USED] 3J FIELD [OR] SITE QUALITY CONTROL 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.C.3.c. — Include Frame and Cover in Payment description 12/20/12 D. Johnson Throughout — added abandonment of storm and sewer manholes when requested and/or approved by City 27 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 32 O1 17 - 1 PERMANENT ASPHAL'C PAVING REPAIR Page 1 of 6 1 2 3 4 s 6 � s 9 io 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 SECTION 32 01 17 PERMANENT ASPHALT PAVING REPAIR PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Flexible pavement repair to include, but not limited to: a. Utility cuts (water, sanitary sewer, drainage, franchise utilities, etc.) b. Warranty work c. Repairs of damage caused by Contractor d. Any permanent asphalt pavement repair needed during the course of construction B. Deviations from this City of Fort Worth Standard Specificafiion 1.2 Price and Payment Procedures A. Measurement and Payment 2. Asphalt Pavement Repair for Utility Service Trench a. Measurement 1. To apply to water service lines also. 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 03 34 16 — Concrete Base Material for Trench Repair 4. Section 32 12 16 — Asphalt Paving 5. Section 32 13 13 — Concrete Paving 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Asphalt Pavement Repair a. Measurement 1) Measurement for this Item will be by the linear foot of Asphalt Pavement Repair based on the defined width and roadway classification specified in the Drawings. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid price per linear foot of Asphalt Pavement Repair. c. The price bid shall include: 1) Preparing final surfaces CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 32 01 17 - 2 PEFtMANENT ASPHALT PAVING REPAIlt Page 2 of 6 1 2 3 4 s 6 7 s 9 10 11 12 13 14 Is 16 1� 1s 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 2 3. 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 Pavement Repair for Utility Service Trench a. Measurement 1) Measurement for this Item will be by the linear foot of Asphalt Pavement Repair centered on the proposed sewer service line measured from the face of curb to the limit of the Asphalt Pavement Repair for the main sewer line. b. Payment 1) The w�rR performed and mat�rials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid price per linear foot of ��Asphalt Pavement Repair, Service" installed for: a) Various types of utilities c. The price bid shall include: 1) Preparing final surFaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material Asphalt Pavement Repair Beyond Defined Width a. Measurement 1) Measurement for this Item will be by the square yard for asphalt pavement repair beyond pay limits of the defined width of Asphalt Pavement Repair by roadway classification specified in the Drawings. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of Asphalt Pavement Repair Beyond Defined Width. c. The price bid shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUIv1ENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 320117-3 PERMANENT ASPHALT PAVING REPAIR Page 3 of 6 1 2 3 4 5 6 � s 9 io 11 12 13 14 Is 16 17 Is 19 20 21 22 23 24 25 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 4. Extra Width Asphalt Pavement Repair a. Measurement 1) Measurement for this Item will be by the square yard for surface repair (does not include base repair) for: a) Various thicknesses 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 Extra Width Asphalt Pavement Repair c. The price bid shall include: 1) Preparing final surfiaces 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 26 A. Definitions 2� 1. H.M.A.C. — Hot Mix Asphalt Concrete 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Permitting 30 1. Obtain Street Use Permit to make utility cuts in the street from the 31 Transportation and Pubiic Works Department in conformance with current 32 ordinances. 33 2. The Transportation and Public Works Department will inspect the paving 34 repair after construction. 35 1.5 SUBMITTALS [NOT USED] 36 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 37 38 39 40 A. Asphalt Pavement Mix Design: submit for approval: see Section 32 12 16. 1J CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 32 O1 17 - 4 PEItMANENT ASYHALT PAVING REPAIR Page 4 of 6 1 2 1.11DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.12FIELD CONDITIONS 3 A. Place mixture when the roadway surface temperature is 45 degrees F or higher 4 and rising unless otherwise approved. 5 1.13WARRANTY [NOT USED] 0 7 s 9 lo 11 12 13 14 ls 16 17 PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [NOT USED] 2.2 MATERIALS A. Backfill 1. See Section 33 05 10. B. Base Material 1. Concrete Base Material for Trench Repair: See Section 03 34 16. 2. Concrete Base: See Section 32 13 13. C. Asphalt Paving: see Section 32 12 16. 1. H.M.A.C. paving: Type D. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] 18 PART 3 - EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION 22 A. Surface Preparation 23 1. Mark pavement cut for repairs for approvai by the City. 24 2. Contractor and City meet prior to saw cutting to confirm limits of repairs. 25 3.4 INSTALLATION 26 27 2s 29 30 31 32 A. General 1. Equipment a. Use machine intended for cutting pavement. b. Milling machines may be used as long as straight edge is maintained. 2. Repairs: In true and straight lines to dimensions shown on the Drawings. 3, Utility Cuts a. In a true and straight line on both sides of the trench CITY OP FORT WORTH STANDARb CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 320117-5 PERMANENT ASPHALT PAVING REPAIR Page 5 of 6 1 2 3 4 s 6 7 s 9 10 11 12 13 14 is 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 b. Minimum of 12 inches outside the trench walls c. If the existing flexible pavement is 2 feet or less between the lip of the existing gutter and the edge of the trench repair, remove the existing paving to such gutter. 4. Limit dust and residues from sawing from entering the atmosphere or drainage facilities. B. Removal 1. Use care to prevent fracturing existing pavement structure adjacent to the repair area. C. Base 1. Install replacement base material as specified in Drawings. D. Asphalt Paving 1. H.M.A.0 placement: in accordance with Section 32 12 16 2. Type D surface mix 3. Depth: as specified in Drawings 4. Place surface mix in lifts not to exceed 3 inches. 5. Last or top lift shall not be less than 2 inches thick. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3J FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 AD7USTING [NOT USED] 3.10CLEANING [NOT USED� 3.11CLOSEOUT ACTIVITIES [NOT USED] 3.12PROTECTION [NOT USED] 3.13MAINTENANCE [NOT USED] 3.14ATTACHMENTS [NOT USED� END OF SECTION WMERR2013A City Project No. 2035 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 � 32 01 17 - 6 PEI2MANENT ASPHALT PAVING REPAIIt Page 6 of 6 Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A — Modified Items to be included in price bid; Added blue text for 12/20/2012 D. Johnson clarification of repair width on utility trench repair; Added a bid item for utility service trench repair. CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 320118-1 TEMPORAI2Y ASPHALT PAVING FtEPAIIZ Page 1 of 4 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 SECTION 32 01 18 TEMPORARY ASPHALT PAVING REPAIR A. Section Includes: 1. Utility cuts (water, sanitary sewer, drainage, etc.) along streets programmed for total reconstruction under a Capital Improvement Program or resurfacing under a Street Maintenance Program. 2. Repairs of damage caused by Contractor 3. Any other temporary pavement repair needed during the course of construction. 12 B. Deviations from this City of Fort Worth Standard Specification 13 i. 2" Temporary Pavement Repair to include, 2" HMAC Type D and 6" Type B Flex �4 Base Material Grade 2 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the l� Contract 1g 2. Division 1- General Requirements 19 3. Section 32 11 23 - Flexible Base Courses 20 4. Section 32 12 16 - Asphalt Paving 21 5. Section 33 05 10 - Utility Trench Excavation, Embedment and Backfill 22 1.2 PRICE AND PAYMENT PROCEDURES 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be by the linear foot of Temporary Asphait Paving Repair. 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 linear foot of Temporary Asphalt Paving Repair. No additional payment will be provided for repairs of damage to adjacent pavement caused by the Contractor. 3. The price bid shall include: a. Preparing final surfaces b. Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty c. Traffic control for all testing d. Asphalt, aggregate, and additive e. Materials and work needed for corrective action f. Trial batches CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 32 17 23 - 4 PAVEMENT MARKINGS Page 4 of 12 1 2 3 4 5 6 7 � 9 10 11 12 13 14 15 16 17 1s 19 20 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 (MUTCD), 2011 Edition a. Part 3, Markings 3. American Association of State Highway and Transportation Officials AASHTO C�-,.,.a-,r� C 'F otii.r, fnr (�Iocc Roorlc I Icori iri D��iomont Mur�innc M Q. JIQI IUGI U JI.,JC1.1111.UlIVI 1 I VI VIUJJ VI.UIJJ VJ�..I.i 11 I u V �.111�.1 Ia. I � � 247-09 4. Federal Highway Administration (FHWA) a. 23 CFR Part 655, FHWA Docket No. FHWA-2009-0139 5. Texas Department of Transportation (TxDO� a. DMS-4200, Pavement Markers (Reflectorized) b. DMS-4300, Traffic Buttons �. �MS-822�, ;-!ot ap�lied Thermo�l�st;c d. DMS-8240, Permanent Prefabricated Pavement Markings e. DMS-8241, Removable Prefabricated Pavement Markings f. DMS-8242, Temporary Flexible-Reflective Road Marker Tabs 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS 21 A. Submittals shall be in accordance with Section 01 33 00. 22 B. All submittals shall be approved by the City prior to delivery and/or fabrication 23 for specials. 24 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 25 26 27 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.,9 QUALITY ASSURANCE [NOT USED] 1.10DELIVERY, STORAGE, AND HANDLING 29 A. Storage and Handling Requirements 30 1. The Contractor shall secure and maintain a location to store the material in 31 accordance with Section 01 50 00. 32 1.11FIELD [SITE] CONDITIONS [NOT USED� 33 34 35 36 1.12WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-SUPPLIED PRODUCTS A. New Products CITY OF FORT WORTH STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 WMERR2013A City Project No. 2035 321723-5 PAVEMENT MARKINGS Page 5 of 12 1 2 1. Refer to Drawings to determine if there are owner-supplied products for the Project. 3 4 2.2 MATERIALS A. Manufacturers s 1. Only the manufacturers as listed in the City's Standard Products List will be 6 considered as shown in Section 01 60 00. � a. The manufacturer must comply with this Specification and related a Sections. 9 2. Any product that is not listed on the 5tandard Products List is considered a �o substitution and shall be submitted in accordance with Section 01 25 00. il 12 13 14 1s 16 1� ls 19 20 21 22 23 24 2s 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 B. Materials 1. Pavement Markings a. Thermoplastic, hot applied, spray 1) Refer to Drawings and City Standard Detail Drawings for width of longitudinal lines. 2) Product shall be especially compounded for traffic markings. 3) When placed on the roadway, the markings shall not be slippery when wet, lift from pavement under normal weather conditions nor exhibit a tacky exposed surface. 4) Cold ductility of the material shall permit normal road surface expansion and contraction without chipping or cracking. 5) The markings shall retain their original color, dimensions and placement under normal traffic conditions at road surface temperatures of 158 degrees Fahrenheit and below. 6) Markings shall have uniform cross-section, clean edges, square ends and no evidence of tracking. 7) The density and quality of the material shall be uniform throughout the markings. 8) The thickness shall be uniform throughout the length and width of the markings. 9) The markings shall be 95 percent free of holes and voids, and free of blisters for a minimum of 60 days after application. 10)The material shall not deteriorate by contact with sodium chloride, calcium chloride or other chemicals used to prevent roadway ice or because of the oil content of pavement markings or from oil droppings or other effects of traffic. 11)The material shall not prohibit adhesion of other thermoplastic markings if, at some future time, new markings are placed over existing material. a) New material shall bond itself to the old line in such a manner that no splitting or separation takes place. 12)The markings placed on the roadway shall be completely retroreflective both internally and externally with traffic beads and shall exhibit uniform retro-directive reflectance. 13) Tra�c beads WMERR2013A City Project No. 2035 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCi.JMENTS Revised November 22, 2013 321723-6 PAVEMENT MARKINGS Page 6 of 12 1 a) Manufactured from glass 2 b) Spherical in shape 3 c) Essentially free of sharp angular particles 4 d) Essentially free of particles showing cloudiness, surface scoring s or surface scratching 6 e) Water white in color � � Applied at a uniform rate s g) Meet or exceed Specifications shown in AASHTO Standard 9 Specification for Glass Beads Used in Pavement Markings, lo AASHTO Designation: M 247-09. 11 b. Thermoplastic, hot applied, extruded 12 1) Product shall be especially compounded for traffic markings 13 2) When placed on the roadway, the markings shall not be slippery 14 when wet, lift from pavement under normal weather conditions nor 1s exhibit a tacky exposed surface. 15 3) C�I� ductil�ty of the mate� ial shall permit narmal road surface 1� expansion and contraction without chipping or cracking. 1s 4) The markings shall retain their original color, dimensions and 19 placement under normal traffic conditions at road surface 2o temperatures of 158 degrees Fahrenheit and below. 21 5) Markings shall have uniform cross-section, clean edges, square ends 22 and no evidence of tracking. 23 6) The density and quality of the material shall be uniform throughout 24 the markings. 2s 7) The thickness shall be uniform throughout the length and width of 26 the markings. 27 8) The markings shall be 95 percent free of holes and voids, and free 2g of blisters for a minimum of 60 days after application. 29 9) The minimum thickness of the marking, as measured above the 3o plane formed by the pavement surface, shall not be less than 1/8 31 inch in the center of the marking and 3/32 inch at a distance of �/z 3z inch from the edge. 33 10) Maximum thickness shall be 3/16 inch. 34 11)The material shall not deteriorate by contact with sodium chloride, 35 calcium chloride or other chemicals used to prevent roadway ice or 36 because of the oil content of pavement markings or from oil 37 droppings or other effects of traffic. 3s 12)The material shall not prohibit adhesion of other thermoplastic 39 markings if, at some future time, new markings are placed over 4o existing material. New material shall bond itself to the old line in 41 such a manner that no splitting or separation takes place. 42 13)The markings placed on the roadway shall be completely 43 retroreflective both internally and externally with traffic beads and 44 shall exhibit uniform retro-directive reflectance. 45 14) Trafific beads 46 a) Manufactured from glass 4� b) Spherical in shape CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised November 22, 2013 321723-7 PAVEMENT MARKINGS Page 7 of 12 t 2 3 4 5 6 � s 9 lo 11 12 13 14 15 16 1� 1s 19 20 21 22 23 24 2s 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 C. 0 c) Essentially free of sharp angular particles d) Essentially free of particles showing cloudiness, surface scoring or surface scratching e) Water white in color � Applied at a uniform rate g) Meet or exceed Specifications shown in AASHTO Standard Specification for Glass Beads Used in Pavement Markings, AASHTO Designation: M 247-09. Preformed Polymer Tape 1) Material shall meet or exceed the Specifications for SWARCO Director 35, 3M High PerFormance Tape Series 3801 ES, or approved equal. Preformed Heat-Activated Thermoplastic Tape 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125 mil preformed thermoplastic or approved equal. 2. Raised Markers a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic Control Devices. b. Non-reflective markers shall be Type Y(yellow body) and Type W (white body) round ceramic markers and shall meet or exceed the TxDOT Specification DMS-4300. c. The reflective markers shall be plastic, meet or exceed the TxDOT Specification DMS-4200 for high-volume retroreflective raised markers and be available in the following types: 1) Type I-C, white body, 1 face reflects white 2) Type II-A-A, yellow body, 2 faces reflect amber 3) Type II-C-R, white body, 1 face reflects white, the other red 3. Work Zone Markings a. Tabs 1) Temporary flexible-reflective roadway marker tabs shall meet requirements of TxDOT DMS-8242, ��Temporary Flexible-Reflective Road Marker Tabs." 2) Removable markings shall not be used to simulate edge lines. 3) No segment of roadway open to traffic shall remain without permanent pavement markings for a period greater than 14 calendar days. b. Raised Markers 1) All raised pavement markers shall meet the requirements of DMS- 4200. c. Striping 1) Work Zone striping shall meet or exceed the TxDOT Specification DMS-8200. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 WMERR2013A City Project No. 2035 321723-8 PAVEMENT MARKINGS Page 8 of 12 1 2 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL 3 A. Performance 4 1. Minimum maintained retroreflectivity levels for longitudinal markings shall s meet the requirements detailed in the table below for a minimum of 30 6 calendar days. Posted Speed (mph <_ 30 I 35 — 50 I >_ 55 7 8 9 10 11 12 13 14 15 2-lane roads with centerline markings only n/a 100 250 1 All other roads 2) n/a 50 100 (1) Measured at standard 30-m geometry in units of mcd/mZ/lux. (2) Exceptions: A. When raised reflective pavement markings (RRPMs) supplement or substitute for a longitudinal line, minimum pavement marking retroreflectivity levels are not applicable as long as the RRPMs are maintained so that at least 3 are visible from any position along that line during nighttime conditions. B. When continuous roadway lighting assures that the markings are visible, minimum pavement marking retroreflectivity levels are not applicable. PART 3 - EXECUTION 16 3.1 EXAMINATION [NOT USED] 17 18 19 20 21 22 23 24 25 26 27 2s 29 30 3.2 PREPARATION A. Pavement Conditions 1. Roadway surfaces shall be free of dirt, grease, loose and/or flaking existing markings and other forms of contamination. 2. New Portland cement concrete surfaces shall be cleaned sufFiciently to remove the curing membrane. 3. Pavement to which material is to be applied shall be completely dry. 4. Pavement shall be considered dry, if, on a sunny day after observation for 15 minutes, no condensation develops on the underside of a 1 square foot piece of clear plastic that has been placed on the pavement and weighted on the edges. 5. Equipment and methods used for surface preparation shall not damage the pavement or present a hazard to motorists or pedestrians. 3.3 INSTALLATION 31 A. Genera) 32 1. The materials shall be applied according to the manufacturer's 33 recommendations. CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised November 22, 2013 32 17 23 - 9 PAVEMENT MARKINGS Page 9 of 12 1 2 3 4 s 6 � g 9 lo 11 12 13 14 ls 16 17 1s 19 20 21 22 23 24 2s 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 2. Markings and markers shall be applied within temperature limits recommended by the material manufacturer, and shall be applied on clean, dry pavement having a surface temperature above 50,degrees Fahrenheit. 3. Markings that are not properly applied due to faulty application methods or being placed in the wrong position or alignment shall be removed and replaced by the Contractor at the Contractor's expense. If the mistake is such that it would be confusing or hazardous to motorists, it shall be remedied the same day of notification. Notification will be made by phone and confirmed by fax. Other mistakes shall be remedied within 5 days of written notification. 4. When markings are applied on roadways open to traffic, care will be taken to ensure that proper safety precautions are followed, including the use of signs, cones, barricades, flaggers, etc. 5. Freshly applied markings shall be protected from traffic damage and disfigurement. 6. Temperature of the material must be equal to the temperature of the road surface before allowing traffic to travel on it. B. Pavement Markings 1. Thermoplastic, hot applied, spray a. This method shall be used to install and replace long lines — centerlines, lane lines, edge lines, turn lanes, and dots. b. Markings shall be applied at a 110 mil thickness. c. Markings shall be applied at a 90 mil thickness when placed over existing markings. d. A sealer shall be used if concrete or asphalt is older than three (3) years. e. Typical setting time shall be between 4 minutes and 10 minutes depending upon the roadway surface temperature and the humidity factor. f. Retroreflective raised markers shall be used to supplement the centerlines, lane lines, and turn lanes. Refer to City Standard Detail Drawings for placement. g. Minimum retroreflectivity of markings shall meet or exceed values shown in subparagraph 2.4.A.1 of this Specification. 2. Thermoplastic, hot applied, e�ruded a. This method shall be used to install and replace crosswalks and stop- lines. b. Markings shall be applied at a 125 mil thickness. c. Minimum retroreflectivity of markings shall meet or exceed values shown in this Specification. 3. Preformed Polymer Tape a. This method shall be used to install and replace crosswalks, stop-lines, and legends. b. The applied marking shall adhere to the pavement surface with no slippage or lifting and have square ends, straight lines and clean edges. CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 WMERR2013A City Project No. 2035 32 17 23 - 10 PAVEMENT MARKINGS Page 10 of 12 1 2 3 4 s 6 7 $ 9 10 c. Minimum retroreflectivity of markings shall meet or exceed values shown in this Specification. 4. Preformed Heat-Activated Thermoplastic Tape a. This method shall be used to install and replace crosswalks, stop-lines, and legends. b. The appiied marking shall adhere to the pavement surFace with no slippage or lifting and have square ends, straight lines and clean edges. c. Minim��m retroreflectivity of markings shall meet or exceed values shown in this Specification. C. Raised Markers 11 1. All permanent raised pavement markers on Portland Cement roadways shall 12 be installed with epoxy adhesive. Bituminous adhesive is not acceptable. 13 2. All permanent raised pavement markers on new asphalt roadways may be 14 installed with epoxy or bituminous adhesive. is 16 17 1s 3. A chalk line, chain or equivalent shall be used during layout to ensure that individual markers are properly aligned. All markers shall be placed uniformly along the line to achieve a smooth continuous appearance. D. Work Zone Markings 19 1. Work shall be performed with as little disruption to traffic as possible. 20 2. Install longitudinal markings on pavement surfaces before opening to 2� traffic. 2z 3. Maintain lane alignment traffic control devices and operations until 23 markings are installed. 24 4. Install markings in proper alignment in accordance with the Texas MUTCD 25 and as shown on the Drawings. 26 5. Place standard longitudinal lines no sooner than 3 calendar days after the 27 placement of a surface treatment, unless otherwise shown on the Drawings. 2s 6. Place markings in proper alignment with the location of the final pavement 29 markings. 30 7. Do not use raised pavement markers for words, symbols, shapes, or 31 diagonal or transverse lines. 32 8. All markings shall be visible from a distance of 300 feet in daylight 33 conditions and from a distance of at least 160 feet in nighttime conditions, 34 illuminated by low-beam automobile headlight. 3s 9. The daytime and nighttime reflected color of the markings must be 36 distinctly white or yellow. 3� 10. The markings must exhibit uniform retroreflective characteristics. 3g 11. Epoxy adhesives shall not be used to work zone markings. 39 40 41 42 3.4 REMOVALS 1. Pavement Marking and Marker Removal a. The industry's best practice shall be used to remove existing pavement markings and markers. CITY OF FORT WORTH STANDAIZD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 WMERR2013A City Project No. 2035 32 17 23 - 11 PAVEMENT MARKINGS Page 11 of 12 � 2 3 4 s 6 � s 9 10 11 12 13 14 15 16 17 Is 19 20 21 22 23 24 2s 26 27 28 29 30 31 32 33 34 35 36 37 38 39 b. If the roadway is being damaged during the marker removal, Work shall be halted until consultation with the City. c. Removals shall be done in such a matter that color and texture contrast of the pavement surface will be held to a minimum. d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc., greater than �/a inch in depth resulting from the removal of pavement markings and markers. Driveway patch asphalt emulsion may be broom applied to reseal damage to asphaltic surfaces. e. Dispose of markers in accordance with federal, state, and local regulations. f. Use any of the following methods unless otherwise shown on the Drawings. 1) Surface Treatment Method a) Apply surface treatment at rates shown on the Drawings or as directed. Place a surface treatment a minimum of 2 feet wide to cover the existing marking. b) Place a surface treatment, thin overlay, or microsurfacing a minimum of i lane in width in areas where directional changes of traffic are involved or in other areas as directed by the City. 2) Burn Method a) Use an approved burning method. b) For thermopiastic pavement markings or prefabricated pavement markings, heat may be applied to remove the bulk of the marking material prior to blast cleaning. c) When using heat, avoid spalling pavement surfaces. d) Sweeping or light blast cleaning may be used to remove minor residue. 3) Blasting Method a) Use a blasting method such as water blasting, abrasive blasting, water abrasive blasting, shot blasting, slurry blasting, water- injected abrasive blasting, or brush blasting as approved. b) Remove pavement markings on concrete surfaces by a blasting method only. 4) Mechanical Method a) Use any mechanical method except grinding. b) Flail miliing is acceptable in the removal of markings on asphalt and concrete surFaces. 2. If a location is to be paved over, no additional compensation will be allowed for marking or marker removal. 40 3.5 REPAIR / RESTORATION [NOT USED] 41 3.6 RE-INSTALLATION [NOT USED] 42 3.7 FIELD QUALITY CONTROL 43 A. All lines must have clean edges, square ends, and be uniform cross-section. CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised November 22, 2013 32 17 23 - 12 PAVEMENT MARKINGS Page 12 of 12 1 B. The density and quality of markings shall be uniform throughout their 2 thickness. 3 C. The applied markings shall have no more than 5 percent, by area, of holes or 4 voids and shail be free of blisters. 5 3.8 SYSTEM STARTUP [NOT USED] 6 3.9 ADJUSTING [NOT USED] 7 3.10CLEANING s A. Contractor shall clean up and remove all loose material resulting from 9 construction operations. l0 3.11CLOSEOUT ACTIVITIES [NOT USED] 11 3.12PROTECTION [NOT USED] 12 3.13MATNTENANCE [NOT USED] 13 3.14ATI'ACHMENTS [NOT USED] 14 15 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S. Arnold Removed paint type marking, updated references, added sealer language 16 CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised November 22, 2013 32 31 13 - 1 CHAIN LINK FENCE AND GATES Page 1 of 8 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 � s 9 �o 11 12 13 14 ts 16 �� 18 19 20 21 22 23 24 2s 26 SECTION 32 31 13 CHAIN LINK FENCE AND GATES A. Section Includes: 1. Galvanized coated chain link (non-security) fencing and accessories in accordance with the City's Zoning Ordinance. 2. Wrought iron fencing and accessories 3. Steel tube fencing and accessories 4. On utility projects: a. When existing fence is within the project Site (i.e. parallel to the utility trench and/or within utility easement) and is directly disturbed by construction activities, fencing will be paid for as listed in Article 1.2 below. b. When existing fence is crossing the proposed utility trench, the work performed and materials furnished in accordance with fence replacement will be considered subsidiary to the trench and no other compensation will be allowed. c. When existing fence is outside of the limits of the project Site or is identified as protected on the Drawings and is disturbed and/or by construction activities, replacement will be at the expense of the Contractor and no other compensation will be allowed. B. Deviations from this City of Fort Worth Standard Specification For Miscellaneous Water and Sewer Contracts, fence repair/replacements shall be subsidiary to the price bid per linear foot of pipe. No additional compensation will be allowed. 2� C. Related Specification Sections include, but are not necessarily limited to: 2s 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the 29 Contract 30 2. Division 1- General Requirements 31 1.2 PRICE AND PAYMENT PROCEDURES 32 33 34 35 36 37 38 39 40 41 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: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 32 31 13 - 2 CHAIN LINK FENCE AND GATES Page 2 of 8 1 2 3 4 s 6 7 s 9 10 11 12 13 14 ls 1s 17 Is 19 20 21 22 23 24 2s 26 27 2s 29 30 31 32 33 34 35 � 3. a) Heights b) Fabric materials c. The price bid shall include: 1) Furnishing and installing all fence and gate materials 2) Mow strip, if shown in Drawings 3) Cleanup 4) Hauling Wrought Iron Fence a. Measurement 1) Measurement for this Item shall be by the linear foot of Wrought Iron Fence installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of Wrought Iron Fence installe� for various heights. c. The price bid shall include: 1) Furnishing and installing all fence and gate materials 2) Mow strip, if shown in Drawings 3) Cleanup 4) Hauling Stee) Tube Fence a. Measurement 1) Measurement for this Item shall be by the linear foot of Steel Tube Fence installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under ��Measurement" will be paid for at the unit price bid per linear foot of Steel Tube Fence installed for various heights. c. The price bid shall include: 1) Furnishing and installing all fence and gate materials 2) Mow strip, if shown in Drawings 3) Cleanup 4) Hauling 36 1.3 REFERENCES 37 A. Reference Standards 38 39 40 41 42 43 44 45 46 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. American Society for Testing and Materials (ASTM): a. A 36, Standard Specification for Carbon Structural Steel b. A 123, Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products c. A 392, Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 W M ERR2013A City Project No. 2035 32 31 13 - 3 CHAIN LINK FENCE AND GATES Page 3 of 8 1 d. A 500, Standard Specification for Cold-Formed Welded and Seamless 2 Carbon Steel Structural Tubing in Rounds and Shapes 3 e. F 626, Standard Specification for Fence Fittings 4 f. F 1043, Standard Specification for Strength and Protective Coatings on s Steel Industrial Chain Link Fence Framework 5 g. F 1083, Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated � (Galvanized) Welded, for Fence Structures s h. F 1183, Specification for Aluminum Alloy Chain Link Fence Fabric 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 ACTION SUBMITTALS 11 A. Shop drawings 12 1. Layout of fences and gates with dimensions, details, and finishes of �3 components, accessories and post foundations if requested by the City. 14 B. Product data ls 1. Manufacturer's catalog cuts indicating material compliance and specified 16 options. 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10DELIVERY, STORAGE, AND HANDLING [NOT USED] 22 1.11FIELD [SITE] CONDITIONS [NOT USED] 23 1.12WARRANTY [NOT USED] 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [NOT USED] 2.2 MANUFACTURED UNITS / MATERIALS A. Manufacturer 1. 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. c. Anchor Fence, Inc. d. Master Halco, Inc. B. Materials 1. Chain Link Fence a. General CPI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 32 31 13 - 4 CHAIN LINK FENCE AND GATES Page 4 of 8 1 2 3 4 s 6 7 s 9 10 11 12 13 14 1s 16 1� 1s 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 � c. 0 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. 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 kn�ckled (2) Furnish 1-piece fabric widths. 2) Fabric Finish: Galvanized, ASTM A 392, Class I, with not (ess than 1.2 oz. zinc per square foot of surface. Aluminum Fabric 1) Fabric a) ASTM F 1183 b) No. 9 gauge c) 2-inch mesh, with both top and bottom selvages twisted and barged. d) Furnish 1-piece fabric widths. 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/ftz 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/ftz minimum zinc coating with chromate conversion coating and verifiable polymer film (2) Internal coating Type B (a) Minimum 0.9 oz/ftz zinc or Type D, zinc pigmented, 81 percent nominal coating, minimum 3 mils 3) Formed steel (��C'� sections: a) Rol) formed steel shapes complying with ASTM F 1043, Group II CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 32 31 13 - 5 CF3AIN LINK FENCE AND GATES Page 5 of 8 1 2 3 4 5 6 7 s 9 lo 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 e b) Minimum yield strength: 45,000 psi (310 MPa) c) Sizes as indicated on Drawings d) E�ernal coating per ASTM F 1043, Type A (1) Minimum average 2.0 oz/ft2 of zinc per ASTM A 123 4) Steel square sections a) A5TM A 500, Grade B b) Minimum yield strength: 40,000 psi c) Sizes as indicated on Drawings d) Hot-dipped galvanized with minimum 1.8 oz/ft2 of coated surface area Accessories 1) Chain link fence accessories a) ASTM F 626 b) Provide items required to complete fence system. c) Galvanize each ferrous meta) 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. 3) Top rail and rail ends a) 1 5/8 inch diameter galvanized round pipe for horizontal railing b) Pressed steel per ASTM F626 c) For connection of rail and brace to terminal posts 4) 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 5) 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 6) 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. 7) 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. 8) Tension wire CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 32 31 13 - 6 CI-IAIN LINK FENCE AND GATES Page 6 of 8 1 2 3 4 s 6 � s 9 10 11 12 13 14 ls 16 17 18 19 20 21 22 23 a) Galvanized coated steel wire, 6 gauge, [0.192 inch] diameter wire b) Tensile strength: 75,000 psi 9) Truss rods & tightener a) Steel rods with minimum diameter of 5/16 inch b) Capable of withstanding a tension of minimum 2,000 pounds 10) Nuts and bolts are galvanized. 2. Wrought Iron Fence: specified per Drawings. 3. Steel Tube Fence: specified per Drawings. 4. 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. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION 24 A. Verification of Conditions 25 1. Verify areas to receive fencing are completed to final grades and elevations. 26 2. Ensure property lines and legal boundaries of work are clearly established 27 3.3 PREPARATION [NOT USED] 2s 29 30 31 32 33 34 35 36 37 38 39 40 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 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 1 2 3 4 s 6 7 s 9 10 11 12 13 14 Is 32 31 13 - 7 CHAIN LINK FENCE AND GATES Page 7 of 8 �' 5. � Check each post for vertical and top alignment, and maintain in position during placement and finishing operations. 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. 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. Top rail a. Install lengths, 21 feet b. Connect joints with sleeves for rigid connections for expansion/contraction. Center Rails for fabric height 12 feet and taller. a. Install mid rails between posts with fittings and accessories. Bottom Rails: Install bottom rails between posts with fittings and accessories. 16 7. 17 i8 19 20 8. 21 22 9. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 B. Chain Link Fabric Installation 1. Fabric 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. Z. 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 clothin g. b. Fasteners: Install nuts on side of fence opposite fabric side for added security. c. Slats: Install slats in accordance with manufacturer's instructions. C. Wrought Iron Installation: install per Drawings D. Steel Tube Fence: install per Drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 32 31 13 - 8 CHAIN LINK FENCE AND GATES Page 8 of 8 1 3.5 REPAIR/RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3J FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10CLEANING [NOT USED] 7 3.11CLOSEOUT ACTIVITIES [NOT USED] g 3.12PROTECTION [NOT USED� 9 3.13MAINTENANCE [NOT USED] l0 3.14ATTACHMENTS [NOT USED] � 12 �ND OF �ECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.1.A. modified to describe when City would pay for fence replacement on utility projects 13 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 323126-1 WIRE FENCE AND GATES Page 1 of 6 1 2 SECTION 32 31 26 WIRE FENCE AND GATES 3 PART 1 - GENERAL ,� � 5 6 � s 9 10 11 12 13 14 ls 16 17 18 19 1.1 SUMMARY A. Section Includes: 1. Furnish and construct fence of barbed or smooth wire. 2. On utility projects: a. When existing fence is within the project Site (i.e. parallel to the utility trench and/or within utility easement) and is directly disturbed by construction activities, fencing will be paid for as listed in Article 1.2 below. b. When existing fence is crossing the proposed utility trench, the work performed and materials furnished in accordance with fence replacement will be considered subsidiary to the trench and no other compensation will be allowed. c. When existing fence is outside of the limits of the project Site or is identified as protected on the Drawings and is disturbed and/or by construction activities, replacement will be at the expense of the Contractor and no other compensation will be allowed. 2o B. Deviations from this City of Fort Worth Standard Specification 21 For Miscellaneous Water and Sewer Contracts, fence repair/replacements shall 22 be subsidiary to the price bid per linear foot of pipe. No additional compensation 23 will be allowed. 24 C. Related Specification Sections include, but are not necessarily limited to: 2s 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the 26 Contract 27 2. Division 1- General Requirements 28 29 30 31 32 33 34 35 36 37 38 39 40 41 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Wire Fence a. Measurement 1) Measurement for this Item shall be by the linear foot of Wire Fence, excluding gates. 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 Wire fence installed for various: a) Post types b) Wire types c) Number of Strands as specified in the Drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 323126-2 WIRE FENCE AND GATES Page 2 of 6 � c. The price bid shall include: 2 1) Removal of existing fence and/or, unless specifically defined as a 3 separate pay item on Drawings 4 2) Furnishing, preparing, hauling, and installing Wire Fence s 3) Excavation, backfilling, and disposal of surplus material 6 4) Removal and trimming of brush and tree limbs 7 2. Steel Gates R a. Measurement 9 1) Measurement for this Item shall be per each Steel Fence. lo b. Payment 1 � 1) The work perFormed and materials furnished in accordance with this 12 Item and measured as provided under "Measurement" will be paid 13 for at the unit price bid per each Steel Gate by height. 14 c. The price bid shall include: Is 1) Removal of existing fence and/or gates, unless specifically defined 16 as a separate pay iiem on t�rawings 1� 2) Furnishing, preparing, hauling, and installing Steel Gates 1g 3) Excavation, backfilling, and disposal of surplus material 19 4) Removal and trimming of brush and tree limbs �►��7 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 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 702, Standard Specification for Steel Fence Posts and Assemblies, Hot Wrought b. A 121, Standard Specification for Metallic-Coated, Carbon Steel Barbed Wire c. A 116, Standard Specification for Metallic-Coated, Steel Woven Wire Fence Fabric d. F 1083, Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence Structures 3. American Wood Protection Association (AWPA) a. P8/P9, Standard for Oil-Borne Preservatives b. C5, Fence Posts - Preservative Treatment by Pressure Processes CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 323126-3 WIRE FENCE AND GATES Page 3 of 6 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 ACTION SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITI'ALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11FIELD [SITE] CONDITIONS [NOT USED] 9 1.12WARRANTY [NOT USED] lo 11 12 13 14 15 16 17 is 19 20 21 22 23 24 2s 26 27 2s 29 30 31 32 33 34 35 36 37 PART 2 - PRODUCTS 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS n : C Furnish materials in accordance with details shown on the Drawings and with the following requirements. Metal Posts and Braces 1. Steel Pipe: ASTM F 1083 2. T posts: ASTM A 702 3. Use only new steel. Do not use rerolled or open-seam material. 4. Furnish galvanized steel sections in ASTM F 1083. 5. Painting a. Use an approved anticorrosive coating. b. After installation of painted posts and braces, spot-coat damaged areas with the same paint color. c. Use paint with at least the same anticorrosive properties as the original paint. 6. Use the size, weight, and area of posts, braces, and anchor plates shown on the Drawings. Wood Posts and Braces 1. Untreated Wood: cedar or juniper timber 2. Treated Wood a. AWPA standards govern materials and methods of treatments including seasoning, preservatives, and inspection for treatment. b. Each piece or bundle of other treated-timber products must have: 1) Legible brand mark or tag indicating the name of the treater 2) Date of treatment or lot number 3) AWPA treatment specification symbol c. Provide the level of preservative indicated in Table 1. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 32 31 26 - 4 WIRE FENCE AND GATES Page 4 of 6 1 2 Table 1 Minimum Retention of Preservative Penta- Product chioropheno AWPA I (ib./cu. ft.) Standard pWpp for Preservative (P8/P9) Treatment Standard Wire fence posts (roundll 0.4 C5 3 4 s 6 � g 9 io 11 1. Retention determined by assay (0 to 1.0-inch zone). 3. Use sound timber that is free from decay, shakes, splits, or other defects that would weaken the posts or braces or otherwise make them structurally unsuitable for the purposes intended. 4. Knots that are sound, tight, trimmed flush, and not in clusters will be allowed, provided they do not exceed 1/3 of the small diameter or the least dimension of the posts and braces. 5. Remove spurs and splinters, cutting the ends square. D. Gates and Gateposts: Furnish materials to the required dimensions. 12 E. Barbed and Smooth Wire: ASTM A 121, Class 1 13 1. Use wire consisting of 2 strand, 12 1/2 gauge, twisted wire 14 2. Barbed Wire: 2-point 14 gauge barbs spaced no more than 5 inches apart 15 F. Wire Mesh: ASTM A 116, Class 1 16 1. Top and bottom wires: at least 10 gauge wire 1� 2. Intermediate wires and vertical stays: 12 1/2 gauge wire is 19 20 21 22 G. Miscellaneous 1. Furnish galvanized bolts, nuts, washers, braces, straps, and suitable devices for holding barbed wire and wire mesh firmly to metal posts. 2. Use material of good commercial quality and design. 3. Provide galvanized staples, at least 1 1/2 inch long. 23 H. Concrete 24 1. Minimum 28 day compressive strength of 3,000 psi 25 2. Bagged concrete allowed. CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 323126-5 WIRE FENCE AND GATES Page 5 of 6 1 2 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED� 7 3.4 INSTALLATION g 9 lo 11 12 13 14 is 16 17 1g 19 20 21 22 23 24 2s 26 27 2s 29 30 A. Space fence posts as shown on the Drawings or to match existing. B. Set fence posts plumb and firm at the intervals, depth, and grade shown on the Drawings or to match existing. C. Brace corner and pull posts in 2 directions. D. Brace end posts and gateposts in 1 direction. E. Install a corner post where the alignment changes 30 degrees or more. F. At alignment angles between 15 and 30 degrees, brace the angle post to the adjacent line posts with diagonal tension wires. G. At grade depressions where stresses tend to pull posts out of the ground, snub or guy the fencing at the critical point with a double 9 gauge galvanized wire. H. Connect the wire to the top horizontal line of the barbed wire or to the top and bottom wire or wire mesh fabric, and to a deadman weighing at least 100 pounds. I. Stretch the fence before guying and snubbing. J. Install number stands at spacing shown in Drawings. K. Install corner, end, or angle post assembly before stretching the wire between pOStS. L. Connect existing cross fences to the new fences and corner posts at junctions with existing fences. M. While drawing barbed wire and wire fabric taut, fasten to posts using galvanized ties or staples, or as shown on the Drawings. N. Install pull post assemblies at 500 feet intervals for steel posts and at 1,000 feet intervals for wood posts. 3� 0. Drive metal line posts provided driving does not damage the posts. 32 P. Set metal corners, ends, pull posts, and braces in concrete footings a minimum 33 of 24 inches and crowned at the top to shed water. 34 Q. Thoroughly tamp backfill in 4 inch layers. 3s R. Notch timber posts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 323126-6 WIRE FENCE AND GATES Page 6 of 6 1 3.5 REPAIR/RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3J FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] � �,y nr� FeNTN� `Nnr ��cFn� 7 3.11CLOSEOUT ACTIVITIES [NOT USED] 8 3.12PROTECTION [NOT USED] 9 3.13MAINTENANCE [NOT USED� l0 3.14A1TACHMENTS [NOT USED] 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.1.A. modified to describe when City would pay for fence replacement on utility projects 13 CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 323129-1 WOOD FENCE AND GATES Page i of 5 1 2 3 PART 1 - GENERAL � s 6 7 s 9 10 11 12 13 14 is 16 17 ls 19 20 1.1 SUMMARY SECTION 32 31 29 WOOD FENCE AND GATES A. Section Includes 1. Construction of wood fences and gates along boundaries, property lines in accordance with the City's Zoning Ordinance. 2. On utility projects: a. When existing fence is within the project Site (i.e. parallel to the utility trench and/or within utility easement) and is directly disturbed by construction activities, fencing will be paid for as listed in Article 1.2 below. b. When existing fence is crossing the proposed utility trench, the work performed and materials furnished in accordance with fence replacement will be considered subsidiary to the trench and no other compensation will be allowed. c. When existing fence is outside of the limits of the project Site or is identified as protected on the Drawings and is disturbed and/or by construction activities, replacement will be at the expense of the Contractor and no other compensation will be allowed. 21 B. Deviations from this City of Fort Worth Standard Specification 22 For Miscellaneous Water and Sewer Contracts, fence repair/replacements shall 23 be subsidiary to the price bid per linear foot of pipe. No additional compensation 24 will be allowed. 2s C. Related Specification Sections include, but are not necessarily limited to: 25 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the 27 Contract 2s 2. Division 1- General Requirements � 30 31 32 33 34 35 36 37 38 39 40 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be by the linear foot of Wood Fence installed, including gates. 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 linear foot of Wood Fence installed for by height. 3. The price bid shall include: a. Furnishing all materials for fence and gates b. All preparation, erection and installation of materials CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 32 31 29 - 2 WOOD FENCE AND GATES Page 2 of 5 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end s of this specification, unless a date is specifically cited. 6 2. American Society for Testing and Materials (ASTM): 7 a. A 123, Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on s Iron and Stee) Products 9 b. A 500, Standard Specification for Cold-Formed Welded and Seamless 10 Carbon Steel Structural Tubing in Rounds and Shapes 11 c. F 1043, Standard Specification for Strength and Protective Coatings on 12 Steel Industrial Chain Link Fence Framework 13 d. F 1083, Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated 14 (Galvanized) Welded, for Fence Structures 15 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 16 17 is 19 20 21 22 23 24 1.5 SUBMITTALS A. Shop drawings: Layout of fences and gates with dimensions, details, and finishes of components, accessories and post foundations B. Product data: Manufacturer's catalog cuts indicating material compliance and specified options C. Building Permit: All fences over 6 feet 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1J CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.11FIELD [SITE] CONDITIONS [NOT USED] 28 29 30 31 1.12WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS 32 A. General 33 1. Gate hinges and post caps shall be of steel, malleable iron, ductile iron or 34 equal. 3s 2, Post tops may be of aluminum. 36 B. Slats: Redwood or cedar free from all major decay or defects which would 3� weaken or otherwise cause them to be unsuitable for fence slats. CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS City Project No. 2035 Revised December 20, 2012 323129-3 WOOD FENCE AND GATES Page 3 of 5 1 2 3 4 s 6 � s 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 C. Bottom and Top Rail: Minimum 2-inch x 4-inch x 8-foot cedar stud or match existing. D. Corner, Gate, End, or Line Posts 1. Wood Posts a. Minimum size: 4-inch x 4-inch cedar wood post or match existing b. Free from all decay, splits, multiple cracks, or any other defect which would weaken the posts or otherwise cause them to be structurally unsuitable for the purpose intended 2. Steel Posts a. Steel pipe - Type I 1) ASTM F 1083 2) Standard weight schedule 40 3) Minimum yield strength: 30,000 psi 4) Sizes as indicated on Drawings 5) Hot-dipped galvanized with minimum average 1.8 oz/ft2 of coated surface area. b. Steel pipe - Type II 1) ASTM F 1043, Group IC 2) Minimum yield strength: 50,000 psi 3) Sizes as indicated on Drawings 4) Protective coating per ASTM F 1043 5) External coating Type B a) Zinc with organic overcoat b) 0.9 oz/ft2 minimum zinc coating with chromate conversion coating and verifiable polymer film 6) Internal coating Type B a) Minimum 0.9 oz/ftz zinc or Type D, zinc pigmented, 81 percent nominal coating, minimum 3 mils c. Formed steel (��C'� sections 1) Roll formed steel shapes complying with ASTM F 1043, Group II 2) Minimum yield strength: 45,000 psi (310 MPa) 3) Sizes as indicated on Drawings 4) E�ernal coating per ASTM F 1043, Type A a) Minimum average 2.0 oz/ft2 of zinc per ASTM A 123 d. Steel square sections 1) ASTM A 500, Grade B 2) Minimum yield strength: 40,000 psi 3) Sizes as indicated 4) Hot-dipped galvanized with minimum 1.8 oz/ftz of coated surFace area 3. Accessories a. Post caps 1) Formed steel or cast malleable iron weather tight closure cap for tubular posts. 2) Provide one cap for each post. 3) Cap to have provision for barbed wire when necessary. CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 323129-4 WOOD FENCE AND GATES Page 4 of 5 1 2 3 4 5 6 7 8 9 lo 11 12 4) "C" shaped line post without top rail or barbed wire supporting arms do not require post caps. 5) Where top rail is used, provide tops to permit passage of top rail. 4. Setting Materials a. Concrete 1) Minimum 28 day compressive strength of 3,000 psi 2) Bagged concrete allowed. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION 13 A. Verification of Conditions 14 1. Verify areas to receive fencing are completed to final grades and elevations. Is 2. Ensure property lines and legal boundaries of work are ciearly established. 16 3.3 PREPARATION [NOT USED] 17 1g 19 20 21 22 23 24 2s 26 27 28 29 30 31 32 33 3.4 INSTALLATION A. Wood Fence Framing 1. Steel Posts are required for all required screening fences. 2. Locate terminal post at each fence termination and change in horizontal or vertical direction of 30 degrees or more. 3. Space line posts uniformly at 10 feet on center. 4. Set all posts in concrete. a. Drill holes in firm, undisturbed or compacted soil. b. Drill hole diameter 4 times greater than outside dimension of post (minimum 12 inches). 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. f. Trowel finish around post. Slope to direct water away from posts. 5. Check each post for vertical and top alignment, and maintain in position during placement and finishing operations. 34 B. Slats 3s 1. Place slats approximately 1 inch above the ground, and on a straight grade 36 between posts by excavating high points of the ground. 37 2. Fasten slats to top and bottom railings with 2 galvanized screws designed 3s for wood fence construction at both the top and bottom rail. CTI'Y OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 323129-5 WOOD FENCE AND GATES Page 5 of 5 1 3.5 REPAIR/RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10CLEANING [NOT USED] 7 3.11CLOSEOUT ACTIVITIES [NOT USED] 8 3.12PROTECTION [NOT USED] 9 3.13MAINTENANCE [NOT USED] l0 3.14A1TACHMENTS [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.1.A. modified to describe when City would pay for fence replacement on utility projects 13 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 W M ERR2013A City Project No. 2035 330514-1 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTUI2ES TO GRADE Page 1 of 8 1 2 SECTION 33 05 14 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 � s 9 lo 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 A. Section Includes: 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test stations and other miscellaneous structures to a new grade B. Deviations from this City of Fort Worth Standard Specification 1.2 Price and Payment Procedures A. Measurement and Payment 9. Remove existing sewer manhole concrete section and raise or lower rim (Maximum 3 verticai feet) by removing the existing cone section and installing a new cone section to proposed elevation. This is only applicable to concrete manholes. 5. Valve Box b. Payment- For Misc. Contracts, valve box adjustment are incidental to the valve instailation cost. 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 4. Section 32 01 29 — Concrete Paving Repair 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 6. Section 33 05 13 — Frame, Cover and Grade Rings 7. Section 33 39 10 — Cast-in-Place Concrete Manholes 8. Section 33 39 20 — Precast Concrete Manholes 9. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 10. Section 33 12 21 — AWWA Rubber-Seated Butterfly Valve 11. Section 33 04 11 — Corrosion Control Test Station 12. Section 33 04 12 — Magnesium Anode Cathodic Protection System 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Manhole — Minor Adjustment a. Measurement 1) Measurement for this Item shall be per each adjustment using only grade rings or other minor adjustment devices to raise or lower a manhole to a grade as specified on the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 33OS 14-2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 8 i 2 3 4 s 6 7 s 9 io 11 12 13 14 is 10 17 1s 19 20 21 22 23 24 2s 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 G. 3 b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Minor" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) uisposai or excess materiai 5) Grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up "�lanc�l� � �lajor A�justm2nt a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade as specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up Manhole - Major Adjustment with Frame and Cover a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade specified on the Drawings or structural modifications for a manhole requiring a new frame and cover, ofiten for changes to cover diameter. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major w/ Cover" completed. c. The price bid shall include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 2Q 2012 WMERRZ013A City Project No, 2035 33 OS 14 - 3 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GIZADE Page 3 of 8 1 1) Pavement removal 2 2) Excavation 3 3) Hauling 4 4) Disposal of excess material s 5) Structural modifications, grade rings or other adjustment device 6 6) Frame and cover � 7) Furnishing, placing and compaction of embedment and backfill s 8) Concrete base material 9 9) Permanent asphalt patch or concrete paving repair, as required l0 10) Clean-up 11 4. Inlet 12 a. Measurement 13 1) Measurement for this Item shall be per each adjustment requiring 14 structural modifications to inlet to a grade specified on the 1s Drawings. �6 b. Payment l� 1) The work performed and the materials furnished in accordance with ig this Item will be paid for at the unit price bid per each ��Inlet 19 Adjustment" completed. 2o c. The price bid shall include: 21 1) Pavement removal 22 2) Excavation 23 3) Hauling 24 4) Disposal of excess material 25 5) Structural modifications 26 6) Furnishing, placing and compaction of embedment and backfill 2� 7) Concrete base material, as required 2s 8) Surface restoration, permanent asphalt patch or concrete paving 29 repair, as required 30 9) Clean-up 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 5. Valve Box a. Measurement 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each ��Valve Box Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 33OS 14-4 ADNSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 8 1 2 3 4 5 6 7 g 9 io 11 12 13 14 ls 10 17 18 19 20 21 22 23 24 2s 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 � � �� 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up Cathodic Protection Test Station a. Measurement 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each `�Cathodic Protection Test Station Adjustment" completed. c. The price bid shall include: 1) Pavement remova) 2) Excavation 3) Hauling �) �isposa! �f excess rraterial 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up Fire Hydrant a. Measurement 1) Measurement for this Item shall be per each adjustment requiring stem extensions to meet a grade specified by the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each ��Fire Hydrant Stem Extension" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment materials 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) SurFace restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up Miscellaneous Structure a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to said structure to a grade specified on the Drawings. b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 330514-5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 8 r 2 3 4 s 6 7 8 9 lo 11 12 13 14 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Miscellaneous Structure Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material 8) Permanent asphalt patch or concrete paving repair, as required 9) Clean-up 1.3 REFERENCES 1s A. Definitions 16 1. Minor Adjustment �� a. Refers to a small elevation change performed on an existing manhole Is where the existing frame and cover are reused. 19 2. Major Adjustment 2o a. Refers to a significant elevation change performed on an existing 21 manhole which requires structural modification or when a 24-inch ring is 22 changed to a 30-inch ring. 23 B. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 2s standard published at the time of the latest revision date logged at the end 25 of this Specification, unless a date is specifically cited. 27 2. Texas Commission on Environmental Quality (TCEQ): 2s a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 — Manholes 29 and Related Structures. 30 31 32 33 34 35 T� 37 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] iJ CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11FIELD [SITE] CONDITIONS [NOT USED] 1.12WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 33OS14-6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GF2ADE Page 6 of 8 1 PART 2 - PRODUCTS 2 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 3 4 5 6 7 s 9 10 il 12 13 14 1s 16 17 18 19 20 21 22 23 2.2 MATERIALS A. Cast-in-Place Concrete 1. See Section 03 30 00. B. Moditications to txisting Concrete 5tructures 1. See Section 03 80 00. C. Grade Rings 1. See Section 33 05 13. D. Frame and Cover 1. See Section 33 05 13. E. Backfill material 1. See Section 33 05 10. F. Water valve box extension l. See Section 33 12 Z0. G. Corrosion Protection Test Station 1. See Section 33 04 11. H. Cast-in-Place Concrete Manholes 1. See Section 33 39 10. I. Precast Concrete Manholes 1. See Section 33 39 20. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] 24 PART 3 - EXECUTION 25 3.1 INSTALLERS [NOT USED� 26 3.2 EXAMINATION 27 2s 29 30 31 A. Verification of Conditions 1. Examine existing structure to be adjusted, for damage or defects that may affect grade adjustment. a. Report issue to City for consideration before beginning adjustment. 3.3 PREPARATION 32 A. Grade Verification CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 33OS 14-7 ADJUSTING MANI30LES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 7 of 8 1 1. On major adjustments confirm any grade change noted on Drawings is 2 consistent with field measurements. 3 a. If not, coordinate with City to verify final grade before beginning 4 adjustment. 5 3.4 ADJUSTMENT 6 � s 9 lo 11 12 13 14 is 16 A. Manholes, Inlets, and Misceilaneous Structures 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 30-inch frame and cover assembly per TCEQ requirement. 2. On manhole major adjustments, inlets and miscellaneous structures protect the bottom using wood forms shaped to fit so that no debris blocks the invert or the inlet or outlet piping in during adjustments. a. Do not use any more than a 2-piece bottom. 3. Do not extend chimney portion of the manhole beyond 24 inches. 4. Use the least number of grade rings necessary to meet required grade. a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch rings. 17 B. Valve Boxes ls 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as �9 shown on the Drawings. 2o C. Backfill and Grading 21 1. Backfill area of excavation surrounding each adjustment in accordance to 22 Section 33 05 10. 23 D. Pavement Repair 24 1. If required pavement repair is to be performed in accordance with Section 25 32 01 17 or Section 32 01 29. CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 33OS 14-8 ADJUSTING MANI-IOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 8 of 8 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3J PIELD [oR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10CLEANING [NOT USED] 7 3.11CLOSEOUT ACTIVITIES [NOT USED] s 3.12PROTECTION [NOT USED] 9 3.13MAINTENANCE [NOT USED] ir� '�,idA'f'�'A�1-IMF'NTC 1'N(1T IICF'll� �.... 11 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A — Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and 12/20/2012 D. Johnson cover; Added items to be included in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4 — Pavement repair requirements were added 12 CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS City Project No. 2035 Revised December 20, 2012 331113-1 CONCRETE PRESSURE PIPE, BAR-WRAPPED, STEEL CYLINDER TYPE Page 1 of 17 1 2 SECTION 33 11 13 CONCRETE PRESSURE PIPE, BAR-WRAPPED, STEEL CYLINDER TYPE 3 PART 1 - GENERAL 4 i.i SUMMARY s 6 � s 9 lo 11 12 13 14 ls 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Section Includes: 1. Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type (Concrete Pressure Pipe) 24-inch through 72-inch for potable water applications in conformance with AWWA C303 B. Deviations from this City of Fort Worth Standard Specification 1.2 Price and Payment Procedures A. Measurement and Payment 2. Concrete Pressure Pipe Fittings a. Measurement 1) Change to — Measurement for this item to be per each concrete fitting, 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 33 01 31 — Closed Circuit Television (CCTV) Inspection 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 7. Section 33 11 05 — Bolts, Nuts, and Gaskets 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Concrete Pressure Pipe a. Measurement 1) Measured horizontally along the surface from center line to centerline of the fitting or appurtenance b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per (inear foot for "Concrete AWWA C303 Pipe" installed for: a) Various sizes b) Various types of backfill c. The price bid shall include: 1) Furnishing and installing Concrete Pressure Pipe with joints as specified by the Drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 331113-2 CONCRETE PRESSURE PIPE, BAR-WRAPPED, STEEL CYLINDER TYPE Page 2 of 17 1 2 3 4 s 6 7 s 9 10 11 12 13 14 is lo 17 1s 19 20 21 22 23 24 2s 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 2) Mobilization 3) Coating 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement, and compaction of embedment 10) Trench water stops 11) Joint restraint 12) Bolts and nuts 13) Welding 14) Gaskets, if allowed 15) Furnishing, placement, and compaction of backfill 16) Clean-up 17) C�eari� �r� 18) Disinfection 19) Testing 2. Concrete Pressure Pipe Fittings a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "C303 Fittings" installed for: a) Various sizes b) Various types of backfill c. The price bid shall include: 1) Furnishing and installing Concrete Pressure Pipe Fittings as specified by the Drawings 2) Mobilization 3) Coating 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement, and compaction of embedment 10) Trench water stops 11)Joint restraint 12) Bolts and nuts 13) Welding 14) Gaskets, if allowed 15) Furnishing, placement, and compaction of backfill 16) Clean-up 17) Cleaning 18) Disinfection CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 33 11 13 - 3 CONCRETE PRESSURE PIPE, BAR-WRAPPED, STEEL CYLINDER TYPE Page 3 of 17 1 19) Testing 2 1.3 REFERENCES 3 A. Reference Standards 4 1 s 6 7 2 s 9 io 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2s 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 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. American Society of Mechanical Engineers (ASME): a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 3. American Society of Testing and Materials (ASTM): a. A242, Standard Specification for High-Strength Low-Alloy Structural Steel. b. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength. c. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. d. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel. e. C33, Standard Specification for Concrete Aggregates. f. C144, Standard Specification for Aggregate for Masonry Mortar. g. C150, Specification for Portland Cement. h. C293, Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Center-Point Loading). i. C497, Methods of Testing Concrete Pipe. j. C882, Standard Test Method for Bond Strength of Epoxy-Resin Systems Used With Concrete By Slant Shear. k. C1090, Standard Test Method for Measuring Changes in Height of Cylindrical Specimens of Hydraulic-Cement Grout. I. E165, Standard Practice for Liquid Penetrant Examination for General Industry. 4. American Welding Society (AWS): a. D1.1, Structural Welding Code - Steel. 5. American Water Works Association (AWWA): a. C206, Field Welding of Steel Water Pipe. b. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN. c. C303, Concrete Pressure Pipe, Bar-Wrapped, Steel-Cylinder Type. d. M9, Concrete Pressure Pipe. 6. American Water Works Association/American Nationa) Standards Institute (AWWA/ANSI): a. C111/A21.11, Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings. 7. Internationa) Organization for Standardization (ISO). 8. Nationa) �anitation Foundation (NSF): a. NSF 61, Drinking Water System Components - Health EfFects CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 331113-4 CONCRETE PRESSURE PIPE, BAR-WRAPPED, STEEL CYLINDER TYPE Page 4 of 17 1 2 3 4 5 1.4 ADMINISTRA,TIVE 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 delivery and/or fabrication for specials. � 1� A[TT(1N .CIIRMTTTAI C/i'NFf)RMATTnN�I SIIRMTlTL11 S - . —• - 7 A. Product Data s 1. E�erior Coating 9 a. Material data 10 b. Application recommendations � � c. Field touch-up procedures 12 2. Joint Wrappers 13 a. Material data 14 b. Installation recommendations ls 3. Flexible Joint Couplings 16 a. Manufacturer 1� b. Model is 4. Mixes �9 a. Mortar for interior joints and patches 2o b. Bonding agents for patches 21 5. Gaskets (if applicable) 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 B. Shop Drawings — Furnish for Concrete Pressure Pipe used in the potable water systems including: 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in Texas including: a. Internal pressure 1) Working Pressure 2) Test Pressure 3) Surge pressure b. E�ernal pressure 1) Deflection 2) Buckling c. Special physical loading such as supports or joint design d. Thermal expansion and/or contraction, if applicable for the proposed installation 2. Thrust restraint calculations for all fittings and valves including the restraint length sealed by a Licensed Professional Engineer in Texas. 3. Fabrication and lay drawings showing a schematic location with profile and a tabulated layout schedule that is sealed by a Licensed Professional Engineer in Texas and includes: a. Pipe class b. Joint types CITY OF FORT WORTH STANAARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 331113-5 CONCRETE PRESSURE PIPE, BAR-WI2APPED, STEEL CYLINDER TYPE Page 5 of 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 c. Fittings d. Thrust Restraint e. Stationing (in accordance with the Drawings) f. Transitions g. Joint deflection h. Outlet locations for welding, ventilation, and access i. Welding requirements 4. Pipe within Casing a. Provide drawings detailing how pipe is restrained to prevent floating within the casing. C. Certificates and Test Reports a. Submittals for certificates and testing reports shall be as outlined in Article 1.9 of this Section. 1J CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY AS5URANCE 17 1s 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 A. Qualifications 1. Manufacturers a. Shall be American Concrete Pressure Pipe Association (ACPPA) Quality Program certified, I.S.O. Quality Certification Program certified, or equal, for Concrete Pressure Pipe and accessory manufacturing. b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed under the control of the manufacturer. c. Pipe shall be the product of 1 manufacturer which has had not less than 5 years successful experience manufacturing AWWA C303 pipe of the particular type and size indicated. 1) This experience record will be thoroughly investigated by the Engineer, and acceptance will be at the sole discretion of the Engineer and City. 2) Pipe manufacturing operations (pipe, fittings, lining, and coating) shall be performed at 1 location, unless otherwise approved by the Engineer. d. Pipe shall be manufactured in accordance with the latest revisions of AWWA C303. B. Certifications 1. Prior to shipment of the pipe, the Pipe Manufacturer shall submit the following: a. A Certificate of Adequacy of Design stating that the pipe to be furnished complies with AWWA C303 and these Specifications b. Copies of results of factory hydrostatic tests shall be provided to the Engineer c. Mill certificates, including chemical and physical test results for each heat of steel CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 33 11 13 - 6 CONCRETE PRESSURE PIPE, BAR-WRAPPED, STEEL CYLINDER TYPE Page 6 of 17 1 1) The manufacturer shall perForm the tests described in AWWA C303, 2 for all pipe, fittings, and specials, except that the absorption test 3 detailed in this Specification shall supersede the requirements of the 4 applicable portion of AWWA C303. s d. Certified test reports for welder certification for factory and field welds 6 in accordance with AWWA C303, Section 5 � e. Certified test reports for cement mortar tests s f. Certified test reports for steel cylinder tests 9 C. Hydrostatic Pressure Testing 10 1. Hydrostatic pressure testing shall meet or exceed the requirements of 11 AWWA C303 Section 4.6 — Fabrication. 12 a. Each pipe cylinder, with rings welded to its ends, shall be hydrostatically 13 tested prior to application of lining or coating. 14 b. The internal test pressure shall be that which results in a fiber stress 1s eQual to 7� �ercent of the minimum yield strength of the steel used. 16 c. Each pipe cylinder tested shall be completely watertight under 1� maximum test pressure. Is d. Test pressure shall be held for sufficient tirne to observe the weld 19 seams. 20 21 e. Pipe manufacturer shall maintain a recording of the pressure gauge report and provide to the Engineer. 22 2. Fittings shall be fabricated from hydrostatically tested pipe or fabricated of 23 welded steel sheets or plates. 24 a. Fittings shall be tested in accordance with AWWA C303. 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 3. Factory Testing a. Cement Mortar Coating - Absorption Test 1) A water absorption test shall be perFormed on samples of cured mortar coating taken from each working shift. a) The mortar coating samples shall have been cured in the same manner as the pipe. b) A test value shall consist of the average of a minimum of 3 samples taken from the same working shift. c) The test method shal) be in accordance with ASTM C497, Method A. d) The average absorption value for any test shall not exceed 9 percent and no individual sample shall have an absorption exceeding 11 percent. e) Tests for each working shift shall be performed on a daily basis until conformance to the absorption requirements has been established by 10 consecutive passing test results, at which time testing may be performed on a weekly basis for each working shift. 43 (1) Daily testing shall be resumed for each working shift with 44 failing absorption test results and shall be maintained until 4s conformance to the absorption requirements is re- 46 established by 10 consecutive passing test results. CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 331113-7 CONCRETE PRESSURE PIPE, BAR-WRAPPED, STEEL CYLINDER TYPE Page 7 of 17 D. Cement Mortar Lining 2 3 4 s 6 � g 9 lo 11 12 13 14 is 16 1� 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 1. Shop-applied cement mortar linings shall be tested in accordance with AWWA C303. E. City Testing and Inspection 1. The City reserves the option to have an independent testing laboratory, at the City's expense, inspect pipe and fittings at the pipe manufacturer's plant. a. The City's testing laboratory and Engineer shall have free access to the manufacturer's piant. b. The pipe manufacturer shall notify the City, in writing, at least 2 weeks prior to pipe fabrication as to start of fabrication and fabricating schedule. The City will then advise the manufacturer as to City's decision regarding tests to be performed by an independent testing laboratory. c. In the event the City elects to retain an independent testing laboratory to make material tests and weld tests, it is the intent that the tests be limited to 1 spot testing of each category unless the tests do not show compliance with the standard. 1) If these tests do not show compliance, the City reserves the right to have the laboratory make additional tests and observations. 2. The inspection and testing by the independent testing laboratory anticipates that production of pipe shall be done over a normal period of time and without "slow downs" or other abnormal delays. a. In the event that an abnormal production time is required, and the City is required to pay excessive costs for inspection, then the Contractor shall be required to reimburse the City for such costs over and above those which would have been incurred under a normal schedule of production as determined by the Engineer. F. Manufacturer's Technician for Pipe Installation 1. Pipe Manufacturer's Representative a. During the construction period, the pipe manufacturer shall furnish the services of a factory trained, qualified, job experienced technician to advise and instruct, as necessary, in pipe laying and pipe jointing. 1) The technician shall assist and advise the Contractor in his pipe laying operations and shall instruct construction personnel in proper joint assembly and joint inspection procedures. 2) The technician is not required to be on-site full time; however, the technician shall be regularly on-site during the first 2 weeks of pipe laying and thereafter as requested by the Engineer, City or Contractor. 41 1.10DELIVERY, STORAGE, AND HANDLING 42 A. Packing 43 1. Prepare pipe for shipment to: 44 a. Afford maximum protection from normal hazards of transportation 4s b. Allow pipe to reach project site in an undamaged condition CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 33 11 13 - 8 CONCRETE PRESSURE PII'E, BAR-WRAPPED, STEEL CYLINDER TYPE Page 8 of 17 1 2. Pipe damaged in shipment shall not be delivered to the project site unless 2 such damaged pipe is properly repaired. 3 3. After the completed pipe and fittings have been removed from the final 4 cure at the manufacturing plant: 5 a. Protect pipe lining from drying by means of plastic end covers banded 5 to the pipe ends. � b. Maintain covers over the pipe ends at all times until ready to be g installed. 9 c. Moisture shall be maintained inside the pipe by periodic addition of lo 11 12 13 14 15 Is 1� 1s 19 20 21 22 23 24 2s 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 : C. � water as necessary. 4. Pipes shall be carefully supported during shipment and storage. a. Pipe, fittings and specials shall be separated so that they do not bear against each other and the whole load shall be securely fastened to prevent movement in transit. b. Ship pipe on padded bunks with tie-down straps approximately over stulling. c. Store pipe on padded skids, sand or dirt berms, tires or other suitable means to protect the pipe from damage. d. Each end and each length of pipe, fitting or special (42-inches and larger) and the middle of each pipe joint shall be internally supported and braced with stulls to maintain a true circular shape. i. Internal stulls shall consist of timber or steel firmly wedged and secured so that stulis remain in place during storage, shipment and installation. ii. Pipe shall be rotated so that one stull remains vertical during storage, shipment and installation. iii. At a minimum, stulis shall be placed at each end, each quarter point and center. Delivery, Handling, and Storage 1. Once the first shipment of pipe has been delivered to the site, the Engineer and the Contractor shall inspect the pipe's interior coating for excessive cracking, a. If excessive cracking is found, exceeding the allowance in AWWA C303, modify shipping procedures to reduce or eliminate cracking. 2. Deliver, handle and store pipe in accordance with the manufacturer's recommendations to protect coating systems. Marking for ldentification 1. For each joint of pipe and each fitting, plainly mark on 1 end: a. Class for which it is designated b. Date of manufacturer c. Identification number d. Top centerlines shall be marked on all specials. Point of Delivery 1. The Contractor is responsible for securing and maintaining a location to store the material in accordance with Section 01 66 00. CITY OF FORT WORTH STANDAR.D CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 i 2 3 33 1 I 13 - 9 CONCRETE PRESSt1RE PIPE, BAR-WItAPPED, STEEL CYLINDER TYPE Page 9 of 17 1.liWARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [NOT USED] 4 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS s 6 7 g 9 10 11 12 13 14 15 16 17 1s 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 01 60 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 01 25 00. B. Materials 1. General a. Pipe shall be manufactured in accordance with the latest revisions of AWWA C303, AWWA M9, as well as the special requirements of this Specification. b. All pipe shall meet the requirements of NSF 61. 2. Cement a. Cement for use in concrete and mortar shall be Type I or II Portland Cement. 3. Aggregates a. Aggregates for concrete lining and coating shall conform to ASTM C33. 4. Sand a. Sand used for inside and outside joints shall be of silica base, conforming to ASTM C144. 5. Special Coating (Mortar Rings) a. Pipe to be installed in casing shall have 2 built-up mortar rings, each approximately 2 feet long and slightly higher than the pipe bell;�to prevent the pipe from being supported by the pipe bell. b. Built-up mortar rings are to be applied at the quarter points of the pipe section. 6. Bushings, Couplings and Plugs a. Where outlets or taps are threaded, furnish and install brass reducing bushings in larger steel half couplings for the outlet size indicated. b. Threaded plugs shall be brass. 7. Mixes a. Cement Mortar 1) Cement mortar used for pouring joints shall consist of: a) 1 part Portland Cement b) 2 parts clean, fine, sharp silica sand c) Mixed with water CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 W M ERR2013A City Project No. 2035 33 11 13 - 10 CONCRETE PRESSURE PIPE, BAR-WRAPPED, STEEL CYI,INDER TYPE Page 10 of 17 1 2 3 4 s 6 7 s 9 d) No manufactured sand shall be permitted. e) E�erior joint mortar shall be mixed to the consistency of thick cream. � Interior joint mortar shall be mixed with as little water as possible so that the mortar is very stifF, but workable. g) Cement shall be ASTM C150, Type I or Type II. h) Sand shall conform to ASTM C144. 2) Cement mortar used for patching shall be mixed as per cement mortar for inside joints. 10 8. Joint Wrappers 11 a. Joint wrappers shall be manufactured by Mar-Mac Manufacturing 12 Company, or approved equal. 13 b. For pipe within casing, Flex Protex joint filler, or approved equal, may 14 be used for pipes that can be welded from the interior. is 9. Flexible Joint Couplings 16 a. Flexible Joint Couplings shall be Dresser Style 38, Smith-Blair Style 411 1� or approved equal. 18 10. Pipe Ends 19 a. The standard pipe end shall include steel joint ring and a continuous 2o solid rubber rir�g gasket as per AWWA M9. 21 11. Gaskets 22 1) Flange in accordance with AWWA C207. 23 2) Provide Gaskets in accordance with Section 33 11 05. 24 12. Bolts and Nuts 2s a. Flanged Ends 26 1) Flange in accordance with AWWA C207. 2� 2) Provide bolts and nuts in accordance with Section 33 11 05. 2s 13. Isolation Flanges 29 a. Flanges required by the drawings to be Isolation Flanges shall conform 3o to Section 33 04 10. 31 14. Flange Coatings 32 a. Flange Coatings in accordance with Section 33 11 05. 33 15. Threaded Outlets 34 a. Where outlets or taps are threaded, Threaded with CC Threads and 3s furnish and install brass bushings for the outlet size indicated. 36 16. Weld Lead Outlets (if applicable) 3� a. Use of threaded outlets for access for weld leads is permitted. 3s b. Additional outlet configurations shall be approved by the Engineer. 39 c. Outlets shall be welded after use. 40 17. Snap Rings 41 a. Snap rings shall be manufactured by Hanson, or approved equal. 42 43 C. Performance / Design Criteria 1. Pipe Design CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 1 2 3 4 s 6 � s 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 33 11 13 - 11 CONCRETE PRESSURE PIPE, BAR-WR.APPED, STEEL CYLINDER TYPE Page 11 of 17 a. b. C. d. e. f. Pipe shall be designed, manufactured and tested in accordance with the latest revisions of AWWA C303, AWWA M9, as well as the special requirements of this Specification. Sizes and pressure classes (working pressure) shall be as specified in the Drawings. For the purposes of pipe design, working pressure plus transient pressure shall be as indicated below. Pipe design shall be based on trench conditions and design pressure class specified in the Drawings. Pipe shall be designed according to the methods indicated in AWWA C303 and AWWA M9 for trench construction, using the following parameters: 1) Unit Weight of Fill (w) = 130 pounds per cubic foot 2) Live Load = AASHTO H-20 truck for unpaved conditions 3) Live Load = Cooper E-80 loading for railroad crossings 4) Trench Depth = As indicated on Drawings 5) Coefficient K�' = 0.150 6) Trench Width (Bd) as indicated on Drawings 7) Bedding Conditions = as indicated on Drawings 8) Pressure Class = 150 psi min. working pressure 9) Surge Allowance = 100 psi minimum a) where: Total Pressure (including surge) = 150 psi + 100 psi = 250 psi. 10) Deflection Lag Factor = 1.0 11) Soil Reaction Modulus (E� < 1,000 Trench depths indicated on Drawings shall be verified after existing utilities are located. 1) Vertical alignment changes required because of existing utility or other conflicts shall be accommodated by an appropriate change in pipe design depth. 2) In no case shall pipe be installed deeper than its design allows. 2. Provisions for Thrust a. Thrust at bends, tees or other fittings shall be resisted by restrained joints or snap rings. 1) Thrust at bends adjacent to casing shall be restrained by welding joints through the casing and a sufficient distance each side of the casing. 2) No thrust restraint contribution shall be allowed for pipe in casing unless the annular space in the casing is filled with grout. 3) The distance for thrust restraint shown on the Drawings is the minimum restraint and does not relieve the manufacturer from calculating the restraint needs as specified herein. a) In no case shall the restrained distance be less than indicated on the Drawings. b. Restrained joints shall be used a sufFicient distance from each side of the bend, tee, plug or other fitting to resist thrust which develops at the design pressure of the pipe. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 33 11 13 - 12 CONCRETE PRESSURE PII'E, BAR-WRAPPED, STEEL CYLINDER TYPE Page 12 of 17 1 1) The distance for thrust restraint shown on the Drawings is the 2 minimum restraint and does not relieve the manufacturer from 3 calculating the restraint needs as specified herein. 4 a) Tn no case shall the restrained distance be less than indicated on 5 the Drawings. 6 2) Restrained joints shall consist of welded joints or snap rings. � 3) In areas where restrained joints are used for thrust restraint, the s pipe shall have adequate cylinder thickness to transmit the thrust 9 forces. 10 c. Thrust restraint design 11 1) The length of pipe with restrained joints to resist thrust forces shall 12 be verified by the pipe manufacturer in accordance with AWWA M9 13 and the following: 14 a) The Weight of Earth (We) shall be calculated as the weight of Is the projected soil prism above the pipe. 16 (1) Soil Dei�si�y = i3G p�ui�c�s Ner cubic foot (r-iaxi�u�i� value to 1� be used for unsaturated soil). 1s d. Thrust collars will only be permitted for temporary plugs. 19 1) Thrus� collars may not be used for any other application, unless 2o approved in writing by the Engineer. z1 3. Inside Diameter 22 a. The inside diameter, of the cement mortar lining shall be the nominal 23 diameter specified, unless otherwise indicated on the Drawings. 24 4. Joint Bonds, Insulated Connections and Flange Gaskets 2s a. Joint Bonds, Insulated Connection and Flange Gaskets shall be in 26 accordance with Section 33 04 10. 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 5. Bend Fittings a. All bend fittings shall be long radius to permit passage of pipeline pigs. 6. Fittings with Flanges 1) Flanged joints shall be provided at connections to valves and where indicated on the Drawings. 2) Ends to be fitted with slip-on flanges shall have the longitudinal or spiral welds ground flush to accommodate the type of flanges provided. 3) Pipe flanges and welding of flanges to Concrete Pressure Pipe shall conform to the requirements of AWWA C207 and AWWA C206. 4) Pipe flanges shall be of rated pressure equal to or greater than the adjacent pipe class. 5) Flanges shall match the fittings or appurtenances which are to be attached. 6) Flanges shall be Class E with 275 psi working pressure in accordance with AWWA C207 and in accordance with ASME B16.1 Class 125 for areas designated with a 225 psi test pressure. CITY OF FORT WORTH STt1NDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 i 1 2 3 4 5 6 7 s 9 lo 11 12 13 14 ls 16 17 ls 19 20 21 22 23 24 zs 26 27 28 29 30 31 32 33 34 35 36 37 33 11 13 - 13 CONCRETE PRESSURE PIPE, BAR-WI2.APPED, STEEL CYLINDER TYPE Page 13 of 17 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. Install Concrete Pressure Pipe, fittings, specials and appurtenances as required for the proper functioning of the completed pipe line. 2. Install pipe, fittings, specials and appurtenances as specified herein, as specified in AWWA M9, and in accordance with the pipe manufacturer's recommendations. 3. Lay pipe to the lines and grades show on the Drawings. 4. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 5. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. 6. If pipe is placed in casing, restrain pipe from floating as required in Article 1.6.B.4. B. Pipe Handling 1. Haul and distribute pipe fittings at the project site and handle piping with care to avoid damage. 2. Before lowering into the trench and inspect each joint of pipe and reject or repair any damaged pipe. 3. Pipe shall be handled at all times with a minimum of 1 wide non-abrasive sling, belts or other equipment designed to prevent damage to the coating or lining. 4. The equipment shall be kept in such repair that its continued use is not injurious to the coating. 5. The spacing of pipe supports required to handle the pipe shall be adequate to prevent cracking or damage to the lining or coating. C. Pipe Jointing 1. General a. Thoroughly clean the bell and spigot rings before laying each joint of pipe by brushing and wiping. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 33 11 13 -14 CONCRETE PRESSURE PII'E, BAR-WRAPPED, STEEL CYLINDER TYPE Page 14 of 17 1 b. If any damage to the protective coating on the metal has occurred, 2 repair the damage before laying the pipe. 3 c. Lubricate the gasket and the inside surface of the bell with an approved 4 lubricant (flax soap) which will facilitate the telescoping of the joint. s d. Tightly fit together sections of pipe and exercise care to secure true 6 alignment and grade. � e. When a joint of pipe is being laid, place the gasket on the spigot ring s and enter the spigot end of the pipe into the bell of the adjoining pipe 9 and force into position. l0 1) The inside joint space between ends of the pipe sections shall have 1 � an opening within the tolerances as recommended by the pipe 12 manufacturer. 13 f. No "blocking up" of pipe or joints will be permitted, and if the pipe is 14 not uniformly supported or the joint not made up properly, remove the 1s joint and properly prepare the trench. 16 g. Afte� joini�g, c�eck tl�e p�sition af t �e �a�ket with a fe�ler gau�e. 1� 1) If the gasket is out of position, disassemble the joint and repeat the 1a joint laying procedure. 19 h. For interior welded joints, complete backfilling before welding. 2o i. For exterior field-welded joints, provide adequate working room under 2t and beside the pipe. 22 23 24 25 26 z� 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 2. E�erior Joints a. Make the exterior joint by placing a joint wrapper around the pipe and secure in place with 2 metal straps. 1) The wrapper shall be 9 inches wide for pipe 36-inches and larger, and 7 inches wide for smaller pipe, hemmed on each side. 2) The wrapper shall be fiberglass reinforced or burlap cloth, with lengths encircling the pipe, leaving enough opening between ends to allow the mortar to be poured inside the wrapper into the joint. 3) Fill the joint with mortar from 1 side in 1 continuous operation until it has flowed entirely around the pipe. 4) During the filling of the joint, pat or manipulate the sides of the wrapper to settle the mortar and expel any entrapped air. 5) Leave wrappers in place undisturbed until the mortar has set-up. 3. Interior Joints a. Upon completion of backfilling of the pipe trench, fill the inside joint recess with a stiff cement mortar/high-strength grout. b. Prior to placing of mortar/grout, clean out dirt or trash which has collected in the joint and moisten the concrete surfaces of the joint space by spraying or brushing with a wet brush. c. Ram or pack the stiff mortar/grout into the joint space and take e�reme care to insure that no voids remain in the joint space. d. After the joint has been filled, level the surfaces of the joint mortar/grout with the interior surfaces of the pipe with a steel trowel so that the surfiace is smooth. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 33 11 13 - 15 CONCRETE PRESSURE PIPE, BAR-WRAPPED, STEEL CYLINDER TYPE Page I S of 17 1 2 3 4 s 6 7 s 9 lo 11 12 13 14 Is 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 e. Interior joints of pipe smaller than 21-inches shall have the bottom of the bell buttered with grout, prior to inserting the spigot, such that when the spigot is pushed into position it will extrude surplus grout from the joint. 1) The surplus grout shall be struck off flush with the inside of the pipe by pulling a filled burlap bag or an inflated ball through the pipe with a rope. 4. Welded Joints a. Weld joints in accordance with the AWWA M9. 1) Contractor shall provide adequate ventilation for welders and for the City to observe welds. 2) Unless otherwise specified on the Drawings, welds shall be full circle fillet welds. b. Adequate provisions for reducing temperature stresses shall be the responsibility of the Contractor. c. Before welding: 1) Thoroughly clean pipe ends. 2) Weld pipe by machine or by the manual shielded electric arc process. d. Welding shall be performed so as not to damage lining or coating. e. Furnish labor, equipment, tools and supplies, including shielded type welding rod. 1) Protect welding rod from any deterioration prior to its use. 2) If any portion of a box or carton is damaged, reject the entire box or carton. f. In all hand welding: 1) The metal shall be deposited in successive layers. 2) Not more than 1/8 inch of inetal shall be deposited in each pass. 3) Each pass except the final 1, whether in butt or fillet weids, shall be thoroughly bobbed or peened to relieve shrinkage stresses and to remove dirt, slag or flux before the succeeding bead is applied. 4) Each pass shall be thoroughly fused into the plates at each side of the welding groove or fillet and shall not be permitted to pile up in the center of the weld. 5) Undercutting along the side shall not be permitted. g. Welds shall be free from pin holes, non-metallic inclusions, air pockets, undercutting and/or any other defects. h. If the ends of the pipe are laminated, split or damaged to the extent that satisfactory welding contact cannot be obtained, remove the pipe from the line. i. Furnish each welder employed with a steel stencil for marking the welds so that the work of each welder may be identified. 1) Have each welder stencil the pipe adjacent to the weld with the stencil assigned to him. a) In the event any welder leaves the job, his stencil shall be voided and not duplicated if another welder is employed. j. Welders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 33 11 13 -16 CONCRETE PRESSURE PIPE, BAR-WRAPPED, STEEL CYLINDER TYPE Page 16 of 17 1 1) Each welder employed by the Contractor shall be required to 2 satisfactorily pass a welding test in accordance with AWWA C206 3 before being allowed to weld on the line. 4 2) After each welder has qualified in the preliminary tests referred to s above, inspections shall be made of joints in the line. 6 a) The inspection will be done by a Certified Welding Inspector 7 retained by the City. s 3) Any welder making defective welds shall not be allowed to continue 9 to weld. io k. Weld Testing 11 1) Dye penetrant tests in accordance with ASTM E165, or magnetic 12 particle test in accordance with AWWA C206 and set forth in AWS 13 D.l.i. shall be performed by the Contractor under the supervision 14 and inspection of the City's Representative or an independent is testing laboratory, on all full welded joints. lo` a� �iNEit�S tilat ai E tiEf2CtIV2 VJI�� iic I'2�la:,ed cr icj�a^li'^cCi� WiilCiiEV^cl" i� is deemed necessary by the Engineer, at the Contractor's ls 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 expense. b) If the Contractor disagrees with the Engineer's interpretation of welding tests, test sections may be cut from the joint for physical testing. The Contractor shall bear the expense of repairing the joint, regardless of the results of physical testing. (1) The procedure for repairing the joint shall be approved by the Engineer before proceeding. 5. Protection of Exposed Metal a. Protect exposed ferrous metal by a minimum of 1 inch coating of cement mortar as previously specified for inside joints, unless otherwise specified in the Drawings. b. Exposed large flat surfaces such as flanges, bolts, caulked joints, threaded outlets, closures, etc., shall have coating reinforced with galvanized wire mesh. c. Thoroughly clean and wet the surface receiving a cement mortar coating with water just prior to placing the cement mortar coating. d. After placing, take care to prevent cement mortar from drying out too rapidly by covering with damp earth or burlap. e. Cement mortar coating shall not be applied during freezing weather. 6. Patching a. Excessive field-patching of lining or coating shall not be permitted. b. Patching of lining or coating will be allowed where area to be repaired does not exceed 100 square inches and has no dimensions greater than 12 inches. c. In general, there shall not be more than 1 patch on either the lining or the coating of any 1 joint of pipe. d. Wherever necessary to patch the pipe, make patch with cement mortar as previously specified for interior joints. e. Do not install patched pipe until the patch has been properly and adequately cured and approved for laying by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 1 , 33 11 13 - 17 CONCRETE Pi2ESSURE PIPE, BAR-WR.APPED, STEEL CYLINDER TYPE Page 17 of 17 i f. Promptly remove rejected pipe from the site. 2 3.5 REPAIR / RESTORATION [NOT USED] 3 3.6 RE-INSTALLATION [NOT USED] 4 3J FIELD QUALITY CONTROL 5 A. Field [OR] Site Tests and Inspections 6 1. Cleaning and Testing � a. Cleaning, disinfection, hydrostatic testing and bacteriological testing of s water mains 9 1) Clean, flush, pig, disinfect, hydrostatic test and bacteriological test 10 the water main as specified in Section 33 04 40. i l 3.8 SYSTEM STARTUP [NOT USED] 12 3.9 ADJUSTING [NOT USED] 13 3.10CLEANING [NOT USED] 14 3.11CLOSEOUT ACTIVITIES [NOT USED] 15 3.12PROTECTION [NOT USED] 16 3.13MAINTENANCE [NOT USED] 17 3.14ATTACHMENTS [NOT USED] 1s END OF SECTION 19 20 Revision �og DATE NAME SUMMARY OF CHANGE 1.10.A.4.d. — Size revision for stull requirement 12/20/2012 D. Johnson 2•Z.B•10, 11, 12 and 13 — Added reference to Sections 33 11 05 and 33 04 10; removed material specifications for bolts, nuts and gaskets CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised December 20, 2012 331210-1 WATER SERVICES 1-INCH TO 2-INCH Page 1 of 19 1 2 3 4 5 6 � s 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 PART 1 - GENERAL 1.1 SUMMARY SECTION 33 12 10 WATER SERVICES 1-INCH TO 2-INCH A. Section Includes: 1. Lead-free 1-inch to 2-inch water service lines from the water main to the right-of-way, fittings and water meter boxes complete in place, as shown on the Drawings, directed by the Engineer, and specified herein for: a. New Water Service b. New Water Service (Bored) c. Water Meter Service Relocate d. Private Water Service B. Deviations from this City of Fort Worth Standard Specification The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. 1.2 Price and Payment Procedures A. Measurement and Payment 1. New Water Service b. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materiais such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and ali other cost will be included in other appropriate bid item(s). 34 3. Water Meter Service Reconnect 35 b. Payment 36 1. No additional compensation will be given in Miscellaneous Contracts for water 37 service reconnections. 3s C. Products Installed but not Furnished Under this Section 39 1. Water meters for various sizes 40 CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised June 19, 2013 33 12 10 - 2 WATER SERVICES 1-INCH TO 2-INCH Page 2 of 19 1 D. Related Specification Sections include, but are not necessarily limited to: 2 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the 3 Contract 4 2. Division 1— General Requirements 5 3. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 6 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill � 5. Section 33 12 25 — Connection to Existing Water Mains 8 9 10 11 12 13 14 is 16 1� 1s 19 20 21 22 23 24 2s 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. New Water Service a. Measurement 1) Measurement for this Item shall be per each new "Water Service" complete in place from the tap of the main to the installation of the meter box and associated appurtenances where the service iine is installed by open cut construction. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each "Water Service" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing New Service Line as specified by the Drawings 2) Submitting product data 3) Tapping saddle 4) Corporation stop 5) Curb stop 6) Fittings 7) Service line installed by open cut 8) Connection to meter 9) Meter Box and Lid 10) Pavement removal 11) Excavation 12) Hauling 13) Disposal of excess material 14) Surface Restoration associated with Meter Box installation and connection, excluding grass (seeding, sodding or hydro-mulch paid separately) 15) Clean-up 16) Disinfection 17) Testi ng 2. New Bored Water Service a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 W M ERR2013A City Project No. 2035 33 12 10 - 3 WATER SERVICES i-INCH TO 2-1NCH Page 3 of 19 1 2 3 4 s 6 � g 9 lo 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2s 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 1) Measurement for this Item shall be per each new Water Service complete in place from the tap of the main to the installation of the meter box and associated appurtenances where the service line is installed by trenchless method. 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 ��Bored Water Service" installed for: a) Various sizes c. The price bid shall include: 1) Submitting product data 2) Tapping saddle 3) Corporation stop 4) Curb stop 5) Fittings 6) Service line installed by trenchless method 7) Connection to meter 8) Meter Box and Lid 9) Pavement removal 10) Excavation 11) Hauling 12) Disposal of excess material 13) Surface restoration associated with Meter Box installation and connection, excluding grass (seeding, sodding or hydro-mulch paid separately) 14) Clean-up 15) Disinfection 16) Testing 3. Water Meter Service Reconnect a. Measurement 1) Measurement for this Item shall be per each Water Meter Service Reconnect complete in place from public service line connection to private service line connection. b. Payment 1) The work perFormed in conjunction with relocation of the meter, associated private service line, fittings and meter box 5 feet or less in any direction from centerline of existing meter location and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Water Meter Service, Reconnection" installed for: a) Various size of services c. The price bid shall include: 1) Private service line 2) Fittings 3) Private connection to water meter 4) Connection to existing private service line 5) Cut and crimp of existing service CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 WMERR2013A City Project No. 2035 33 12 10 - 4 WATER SERVICES 1-INCH TO 2-INCH Page 4 of 19 1 2 3 4 s 6 � s 9 10 11 12 13 14 15 lo' 17 Is 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Q 6) Removal and Disposal or Salvage of existing 2-inch or smaller water meter, as directed by City 7) Pavement removal 8) Excavation 9) Hauling 10) Disposal of excess material 11) Surface restoration for area disturbed for installation of ineter box, excluding grass (seeding, sodding or hydro-mulch paid separately) iz) �lean-up 13) Cleaning 14) Disinfection 15) Testing Private Water Service Relocation a. Measurement 1) Measurement for this Item shall be per linear foot of Private Service relocation complete in place from the mzter box to a ��nr��ti�n to the existing service line on private property. b. Payment 1) The work performed in conjunction with Private Service Line installation where the meter and meter boxes are moved more than 5 feet in any direction from centerline of existing meter location and materials furnished in accordance with the Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Private Water Service" performed for: a) Various service sizes c. The price bid shall include: 1) Obtaining appropriate permit 2) Obtaining Right of Entry 3) Submitting product data 4) Private service line 5) Fittings 6) Backflow preventer, check valve, and isolation valve relocation, if applicable 7) Connection to existing private service line 8) Pavement removal and replacement 9) Excavation 10) Hauling 11) Disposal of excess material 12) Surface restoration, excluding grass (seeding, sodding or hydro- mulch paid separately) 13) Clean-up 14) Cleaning 15) Disinfection 16) Testing 45 1.3 REFERENCES 46 A. Definitions C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 WMERR2013A City Project No. Z035 331210-5 WATER SERVICES 1-INCH TO 2-INCH Page 5 of 19 1 1. New Service 2 a. Installation of new 1-inch to 2-inch Water Service Line by open cut 3 construction from the water main to the right-of-way, including 4 corporation stop, curb stop, fittings and water meter boxes complete in s place, as shown on the Drawings. 6 2. New Service (Bored) 7 a. Installation of new 1-inch to 2-inch Water Service Line by trenchless s construction method from the water main to the right-of-way, including 9 corporation stop, curb stop, fittings and water meter boxes complete in 10 place, as shown on the Drawings. 11 3. Meter Service Reconnection 12 a. Relocation and reconnection of the private service line from an existing 13 meter to be abandoned and a new meter installed that lies within 5 feet 14 of the existing meter. 1s 4. Private Service Relocation 16 a. Relocation and reconnection of private service line behind the water 1� meter where the existing meter to be abandoned and the new meter is installed is greater than 5 feet of the existing meter. A licensed plumber 19 is required to relocate the private service. 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 5. Lead-free a. Lead-free pipes and plumbing fittings and fixtures shall contain less than 0.25 percent lead in accordance with the reduction of Lead in Drinking Water Act (P.L. 111-380). 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. ASTM International (ASTM): a. A48, Standard Specification for Gray Iron Castings. b. A536, Standard Specification for Ductile Iron Castings. c. B88, Standard Specification for Seamless Copper Water Tube. d. B98, Standard Specification for Copper-Silicon Alloy Rod, Bar and Shapes. e. C131, Standard Specification for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. f. C150, Standard Specification for Portland Cement. g. C330, Standard Specification for Lightweight Aggregates for Structural Concrete. h. D883, Standard Terminology Relating to Plastics. American Water Works Association (AWWA): a. C700, Cold-Water Meters - Displacement Type, Bronze Main Case. b. C800, Underground Service Line Valves and Fittings. NSF International (NSF): a. 61, Drinking Water System Components - Health Effects. Reduction of Lead in Drinking Water Act 40 3. 41 42 43 4. 44 45 5. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 WMERR2013A City Project No. 2035 33 12 10 - 6 WATER SERVICES 1-INCH TO 2-INCH Page 6 of 19 1 a. Public Law 111-380 (P.L. 111-380) 2 1.4 ADMINISTRATIVE REQUIREMENTS 3 A. Scheduling 4 1. Provide advance notice for service interruptions and meet requirements of 5 Division 0 and Division 1. 6 1.5 SUBMITTALS 7 A. Submittals shall be in accordance with Section 01 33 00. s B. All submittals shall be approved by the City prior to delivery. 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 10 A. Product Data, if applicable: 11 1. Tapping Saddle 12 2. Corporation stop 13 3. Curb Stop 14 4. Service Line 15 5. Meter Box 16 6. Meter Box Lid 17 B. Certificates and Test Reports is 1. Prior to shipment of any Water Service components, the manufacturer shall 19 submit the following: 2o a. A Certificate of Adequacy of Design stating that the components to be 21 furnished comply with all regulatory requirements identified in this 22 Section including: 23 1) The Reduction of Lead in Drinking Water Act (P.L. 111-380) 24 2) AWWA C800 25 3) NSF 61 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED� 28 1.9 QUALITY ASSURANCE 29 A. Qualifications 30 1. Manufacturers 31 a. Water Services shall meet or exceed the latest revisions of AWWA C800, 32 NSF 61, the Reduction of Lead in Drinking Water Act and shall meet or 33 exceed the requirements of this Specification. 34 1.10DELIVERY, STORA,GE, AND HANDLING 35 A. Storage and Handling Requirements C1TY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS City Project No. 2035 Revised June 19, 2013 331210-7 WATER SERVICES i-INCH TO 2-INCH Page 7 of 19 1 2 3 4 5 6 � g 9 lo 11 12 13 14 15 16 1� 18 19 20 21 22 23 24 2s 26 27 28 29 30 31 32 33 34 35 36 37 38 1. Protect all parts such that no damage or deterioration will occur during a prolonged delay from the time of shipment until installation is completed and the units and equipment are ready for operation. 2. Protect all equipment and parts against any damage during a prolonged period at the site. 3. Prevent plastic and similar brittle items from being directly exposed to sunlight or extremes in temperature. 4. Secure and maintain a location to store the material in accordance with Section 01 66 00. 1.11FIELD [SITE] CONDITIONS [NOT USED] 1.12WARRANTY [NOT USED� PART 2 - PRODUCTS 2.1 OWNER-FURNISHED PRODUCTS A. Water meters for various sizes 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers i. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 01 60 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 01 25 00. 3. The Water Services and appurtenances shall be new and the product of a manufacturer regularly engaged in the manufacturing of Water Services and appurtenances having similar service and size. B. Description 1. Regulatory Requirements a. All materials shail conform to the Reduction of Lead in Drinking Water Act (P.L. 111-380). This Act defines ��Lead-free" for pipes and other appurtenances to be less than 0.25 percent lead. b. Water Services shall meet or exceed the latest revisions of AWWA C800 and shall meet or exceed the requirements of this Specification. c. All Water Services components in contact with potable water shall conform to the requirements of NSF 61. C. Materials/Design Criteria 1. Service Lines a. Provide Type K Copper Tubing per ASTM B88. CITY OF FORT WORTH 3TANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS Revised June 19, 2013 WMERR2013A City Project No. 2035 331210-8 WATER SERVICES 1-INCH TO 2-INCH Page 8 of 19 � 3 4 s 6 � s 9 lo 11 12 13 14 15 16 17 ig 19 20 z1 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 b. Furnish in the annealed conditions, unless otherwise specified in the Contract Documents. 2. Service Couplings a. Fitting Ends 1) Flared Copper Tubing with thread dimensions per AWWA C800 2) Provide coupling nuts with a machined bearing skirt of a length equal to the tubing outer diameter (O.D.). b. Provide with hexagonal wrench grip compatible with the coupling size. c. Provide lead-free service couplings in accordance with the Reduction of Lead in Drinking Water Act. 3. Corporation stops a. Provide brass castings per AWWA C800 for: 1) Bodies 2) Plugs 3) D washers 4) Bottom nuts b. Machining and Finishing of Surfaces 1) Provide 1 3/4 inch per foot or 0.1458 inch per inch � 0.007 inch per inch taper of the seating surfaces for the key and body. 2) Reduce large end of the tapered surface of the key in diameter by chamfer or turning for a distance that will bring the largest end of the seating surface of the key into the largest diameter of the seating surface of the body. 3) Relieve taper seat in the body on the small end. 4) Extend small end of the key there-through to prevent the wearing of a shoulder and facilitate proper seating of key. 5) Design key, key nut and washer such that if the key nut is tightened to failure point, the stem end of the key shall not fracture. 6) Design nut and stem to withstand a turning force on the nut of at least 3 times the necessary effort to properly seat the key without failure in any manner. 7) Port through corporation stop shall be full size to eliminate turbulence in the flow way. 8) Design stop for rotation about the axis of the flow passageway inside the following minimum circles in order to properly clear the tapping machine: a) Two 7/8-inch for 1-inch corporation stops b) Four 15/16-inch for 1 1/z -inch and 2-inch corporation stops c. Provide lead-free corporation stops in accordance with the Reduction of Lead in Drinking Water Act. 4. Curb Stops a. Provide brass castings per AWWA C800. b. Valve plugs shall be: 1) Cylinder type 2) Plug type, or 3) Ball type c. Incorporate full flow porting. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 WMERR2013A City Project No. 2035 33 12 10 - 9 WATER SERVICES 1-INCH TO 2-INCH Page 9 of 19 1 2 3 4 5 6 � s 9 lo 11 12 13 14 ls 16 17 is 19 20 21 22 23 24 2s 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 � : d. Provide for full 360 degree plug rotation clockwise or counter-clockwise. e. Overali Length 1) 3-5/16 inch ± 1/8 inch for 1-inch diameter 2) 4-1/32 inch ± 9.32 for 1-inch diameter f. Cylindrical Plug Type 1) Provide 0-ring seal at top and bottom. a) 0-ring at top only is acceptable if bottom of curb stop body is closed. 2) Seals shall be Buna N. 3) 1 0-ring seal shall surround the outlet port of the curb stop and act to effectively seal in the closed position. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. 6) Design the curb stop to provide ease and accuracy of operation and positive shut-off of water. g. Tapered Plug Type 1) Provide 0-ring seal at top and bottom. 2) The tapered plug and cylindrical recess in the valve body shall be machined to match within approved manufacturing tolerances. 3) Inlet and outiet ports shall be sealed by 0-rings or combination Teflon U-shaped seal rings backed with O-rings. 4) The port in the piug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. 6) Design the curb stop to provide ease and accuracy of operation and positive shut-off of water. h. Ball Plug Type 1) Provide double O-ring seals on the stem. 2) The ball shall seal against rubber rings mounted in the valve body at the inlet and outlet ports. 3) The ball shall be bronze with a smooth Teflon coating. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. i. Provide lead-free curb stops in accordance with the Reduction of Lead in Drinking Water Act. Straight Adapters a. Brass castings and threads per AWWA C800 b. Provide lead-free straight adapters in accordance with the Reduction of �ead in Drinking Water Act. Three Part Copper Unions a. Brass castings and threads per AWWA C800 b. Provide lead-free Three Part Copper Unions in accordance with the Reduction of Lead in Drinking Water Act. 7. Straight Meter Couplings a. Brass castings per AWWA C800 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 W M ERR2013A City Project No. 2035 33 12 10 - 10 WATER SERVICES 1-INCH TO 2-INCH Page 10 of 19 1 2 3 4 s 6 b. Threads per AVWVA C700 c. Tailpiece with outside iron pipe thread d. Chamfer corners on threaded end of ineter nut. e. Machine inside and outside of tailpiece. f. Provide lead-free Straight Meter Couplings in accordance with the Reduction of Lead in Drinking Water Act. 7 8. Branch Connections g a. Brass castings per AWWA C800 9 b. Inlet and outlet connections per AVWUA C800 lo c. Provide lead-free branch connections in accordance with the Reduction 11 of Lead in Drinking Water Act. 12 9. Service Saddles 13 a. Castings 14 1) Brass or Nylon coated ductile iron castings per AWWA C800 1s 2) Free of porosity with sharp edges removed i6 3) I=it contour of pipe as foliows: 17 Minimum Outside Maximum Outside Nominal Pipe Size Diameter of Pipe Diameter of Pipe inches inches inches 1.50 1.900 2.000 2.00 2.375 2.500 2.25 2.875 3.000 4.00 4.900 5.000 6.00 6.900 7.100 8.00 9.050 9.300 10.00 11.100 11.400 18 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 4) Saddle a) Form to ft firmly against side of maximum diameter of water main with approximately 180 degrees wrap around. 5) Outlet a) Design outlet boss for no thread distortion by bending moments. b) Tapped for taper threaded corporation stop conforming to AWWA C800. b. Straps 1) Conform to ASTM B98. 2) Form flat to fit uniformly against the wall of the water main. 3) Rod diameter not less than 5/8 inch flattened to 1 inch on one side. 4) Straps shall be threaded 5/8 inch (11-NC-2A) for a distance such that �/z inch remains after clamp is fully tightened on the pipe. 5) Chamfer strap ends to protect the starting threads. 6) The threads shall be full and free from shear. 7) 4-inch and larger pipe shall be in accordance with Section 33 12 25. 8) Single straps are allowed for Saddles for pipe Z-inches in diameter and smaller. CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised June 19, 2013 1 2 3 4 s 6 � s 9 lo 11 12 13 14 Is 16 1� 1s 19 20 21 22 23 24 2s 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 33 12 10 - 11 WATER SERVICES 1-INCH TO 2-INCH Page 11 of 19 C. � N UtS 1) Bronze material a) Same material as straps 2) Dimensions equal to or larger than heavy hexagon nuts 3) Tapped 5/8 inch (11-NC-2B) Gaskets 1) Neoprene rubber material 2) Cemented to saddie and positioned to facilitate installation 10. Brass Flanged Angle Valve a. For 1 1h-inch and 2-inch services b. Brass castings per AWWA C800 c. Valve Body with integral outlet flange and inlet wrenching flat d. Fit together key and body by turning key and reaming body 1) Key with 0-ring seal seat at the upper end 2) Lap key and body seat are to conform to corporation stop requirements of this Specification. 3) The outlet flange shall contain an O-ring seat or a uniform flat drop- in flange gasket surface. 4) Drop-in flange gasket surface shall contain gasket retaining grooves milled circular about the axis of the flange. 5) The size of the outlet flange and the diameter and spacing of the bolt holes shall conform to AWWA C700. 6) The flange on 2-inch angle valves shall be double drilled to permit connection to I 1/2 -inch meters. 7) The inlet port of the valve shall be tapered to conform to AWWA C800 taper pipe thread. 8) The key cap shall include a wrenching tee marked with a raised or recessed arrow to show whether the valve is open or closed. 9) Valve Assembly (main body, key, key cap) a) Brass material per AWWA C800 b) O-ring seal on the top of the key between the key and body seat c) Key cap shall complete the assembly by attaching to the key by means of a strong bronze pin with phosphor bronze spring washer(s) depressed between the key cap and the top of the valve main body. d) Provide with padlock wings for locking the valve in the closed position. e) There shali be a uniform application of cold water valve grease between the body and the key. � The valve shail be capable of being easily opened and stopping lugs. g) The waterway through the valve shall be smooth and rounded for minimum pressure loss, and shall be free of burrs or fins. h) The valve shall be strong, well designed, neat in appearance, water-tight and entirely adequate for the intended purpose. CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 WMERR2013A City Project No. 2035 33 12 10 - 12 WATER SERVICES 1-INCH TO 2-INCH Page 12 of 19 1 2 3 4 5 6 � s 9 10 11 12 13 14 is 16 1� 18 19 20 21 z2 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 i) Provide with either a high quality rubber drop-in gasket or an O- ring seal depending on the manufacturer's flange seal surface design choice. e. Provide lead-free brass flanged angle valves in accordance with the Reduction of Lead in Drinking Water Act. 11. Meter Boxes shall: a. Be constructed of: 1) Linear Medium Density Polyethylene (LMDPE) as defined in ASTM D883. a) Minimum wall thickness of 3/8-inch throughout with no blowing agents or foaming plastics b) Polymer body shall be black throughout and shall have a molded recycled emblem with a minimum of 35 percent Post Industrial/ Pre Consumer Recycled Content- verified with a Leed Product Documentation. c) ��r��th ed�es an� c�r�2rs and �2 f� z2 from sha� ��dg�s so the unit can be handled safely without gloves. d) E�erior free from seams or parting lines e) Not to be installed in roadway — designed to withstand loading in non-deliberate and incidental traffic only. 2) Concrete a) Frame of No. 6 gauge wire welded closed b) Type I or Type II Portland cement, in accordance with ASTM C150, portioned with lightweight aggregate, in accordance with ASTM C330 (1) Percentage of wear not to exceed 40 per ASTM C131 (2) Minimum 28 day compressive strength of 3,000 psi b. Be able to withstand a minimum 15,000 pounds vertical load c. Withstand a minimum 400 pounds sidewall load. d. 1-inch Standard Meter Box 1) For use with services utilizing 5/8-inch x 3/4-inch, 3/a-inch or 1-inch meter Single or Dual service meter: DFW38C1PS-14-BODY or approved equal. 2) Polymer a) Size: 21-1/2-inch x 20-1/2-inch Box, 14 inches high b) Minimum inside working room: 19-1/2-inch x 16-1/2-inch c) Pipe slots (1) One pipe slot molded on the inlet end of the body that measures 2-1/4-inch x 3-1/4-inch and one pipe siot on the outlet end of the body that measures for 7-1/2-inch center ��U" Branch. d) Polymer body shall have a 1-inch bot�om flange to resist settling of box after installation. 3) Concrete a) Size: 11-inch x 18-inch Box, 12 inches high e. 2-inch Standard Meter Box CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 WMERR2013A City Project No. 2035 33 12 10 - 13 WATER SERVICES 1-INCH TO 2-INCH Page 13 of 19 1 2 3 4 s 6 � 8 9 lo 11 12 13 14 is 16 17 1g 19 20 21 22 23 24 2s 26 27 f. 1) For use with services utilizing 1-1/2-inch or 2-inch Single service meter: DFW1730C-12-BODY or approved equal. 2) Polymer a) Size: 34-1/8-inch x 21-1/4-inch Box, 12 inches high b) Minimum inside working room: 31-3/4-inch x 16-5/16-inch c) Pipe Slots (1) One pipe slot molded on each end of body that measures 3- inch x 4-inch with optional molded 4-inch x 9-inch cut out. d) Polymer body shall have a molded �/z-inch bow centered on sidewall to resist backfilling per Drawings. e) Polymer body shall have a 2-1/2-inch bottom flange to resist settling of box after instailation. 3) Concrete a) Size: 15-1/4-inch x 26-7/8-inch Box, 12 inches high Bullhead Standard Meter Box 1) For use with services utilizing two 5/8-inch x 3/4-inch or 3/a.-inch or 1- inch Single service meter: DFW37C-12-BODY or approved equa) 2) Polymer a) Size: 21-inch x 14-3/4-inch, 12 inches high b) Minimum inside working room: 19-1/8-inch x 10-7/16-inch c) Pipe Slots (1) One pipe slot molded on each end of body that measures 2- 1/4-inch x 3-1/4-inch. d) Polymer body shail have a 1-inch bottom flange to resist settling of box after installation. 3) Concrete a) Size: 15-5/8-inch x 15-5/8-inch Box, 12 inches high 2s 12. Meter Box Lid 29 a. Cast Iron or Ductile Iron 30 1) Per ASTM A48, Class 30B or ductile iron per ASTM A536 31 2) Shall withstand a minimum vertical load of 15,000 pounds 32 3) Coat castings with a bituminous emulsified asphalt unless otherwise 33 specified in the Contract Documents, ground smooth, and cleaned 34 with shot blasting, to get a uniform quality free from strength 3s defects and distortions. 36 4) Dimensions shall be within industry standards of �1/16 inch per 3� foot. 3s 5) All castings will bear the Manufacturer's IS (name or logo) and 39 Country of Origin. 40 6) Casting weights may vary �5 percent from drawing weight per 41 industry standards. 42 b. Plastic 43 1) The lid shall be: 44 a) Constructed of Engineered Plastic as defned in ASTM D883 CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 2035 Revised June 19, 2013 33 12 10 - 14 WATER SERVICES 1-INCH TO 2-INCH Page 14 of 19 1 (1) Polymer Lid shall be black throughout and shall have a 2 molded recycled emblem with a minimum of 50 percent Post 3 Consumer Recycled and 50 percent Post Industrial/ Pre 4 Consumer Recycled Content- verified with a Leed Product 5 Documentation. 6 (2) Polymer Lid shall be black throughout with no blowing � agents or foaming plastics s (3) Smooth edges and corners and be free from sharp edges so 9 the unit can be handlea sarely without gioves. lo (4) Exterior free from seams or par�ing lines. il (5) Polymer lid shall have a molded tread-pattern- tread 12 dimensions shall be .188-inch x.938-inch x.150-inch deep. 13 (6) Polymer Lid shall have "City of Fort Worth" molded into the 14 lid. Is (7) Polymer lid shall have "Water Meter" molded into the lid- 16 Font shall �e std F�dal CNC font with 1-inch characters x 1� .150-inch deep. 1s (8) Polymer Lid shall have a molded pick hole pocket- 19 dimensions shall be 3-inch x 9/16-inch x Thru Hole with 20 3/16-inch 304 stainiess steel rod. 21 (9) Polymer lid shall have 2 pieces of 1/z-inch rebar located in lid 22 pockets for locatability as shown in Drawings. 23 b) Domestic Manufacture Only-Made in USA molded on Lid. 24 c) Not to be installed in roadway-designed to withstand loading in 2s non-deliberate and incidental traffic only. 26 d) Able to withstand a minimum 15,000 pounds vertical load 2� e) Engineered Plastic with ultraviolet protection. 2g 2) 1-inch Standard Plastic Meter Box Lid 29 a) For use with services utilizing 5/8-inch x 3/a-inch, 3/a-inch or 1- 3o inch meter Single or Dual service meter: DFW38C-1EPA FTW- 31 LID or approved equal. 32 b) Size: 18-inch x 17-inch, 2 inches high 33 c) For use with Class A Standard Meter Box DFW38C1PS-14-BODY 34 or approved equal. 3s d) Polymer lid shall seat evenly inside meter box and shall not 36 overlap the top edge of the meter box. 37 3) 2-inch Standard Plastic Meter Box Lid 3a a) For use with services utilizing 1-1/2-inch or 2-inch Single service 39 meter: DFW1730C-1EPA FM/-LID or approved equal. 4o b) Size: 34-1/8-inch x 21-i/4-inch, 12 inches high a1 c) For use with Class B Standard Meter Box DFW1730C-12-BODY or 42 approved. 43 d) Polymer lid shail seat evenly inside meter box and shall not 44 overlap the top edge of the meter box. 4s 4) Bullhead Standard Plastic Meter Box Lid CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised June 19, 2013 33 12 10 - 15 WATER SERVICES I-INCH TO 2-INCH Page 15 of 19 1 2 3 4 5 6 � s 9 io 11 12 13 14 15 16 17 a) For use with services utilizing two 5/8-inch x 3/4-inch or 3/4-inch or 1-inch Single service meter: DFW37C-1EPA FTW-�ID or approved equal. b) Size: 17-3/4-inch x 11-inch, 1-3/4 inches high c) For use with Class C Standard Meter Box DFW37C-12-BODY or approved equal. d) Polymer lid shall seat evenly inside meter box and shall not overlap the top edge of the meter box. 13. Horizontal Check Valve a. Equip 1�/z-inch and 2-inch Water Services with a horizontal check valve, with pipe plug, only if specified in the Drawings. b. If an existing backflow preventer is present, the Contractor is to leave it, and is not required to provide an additional horizontal check valve. c. Provide lead-free horizontal check valves in accordance with the Reduction of Lead in Drinking Water Act. 14. Service Marker a. 3 inch wide, 5 mil blue vinyl tape 18 2.3 ACCESSORIES [NOT USED] 19 20 21 22 23 24 2s 26 27 28 29 30 31 32 33 34 35 36 37 38 39 2.4 SOURCE QUALITY CONTROL A. Tests and Inspections 1. At the City's option, the manufacturer shall be required to provide certification records showing conformance of materials, design and testing to these Specifications. 2. The test procedures shall conform to AWWA C800. a. In the event that a chosen valve fails the City's hydrostatic test, the cost of the test shall be at the expense of the supplier. b. Proof testing of the remainder of the valves shall be at the cost and responsibility of the supplier. c. These tests will be the basis of acceptance or rejection of the remainder of the shipment by the City. 3. The City reserves the right to select products at random for testing. The failure of materials to conform to the applicable Specification may result in the rejection of the entire shipment. B. Marking 1. Service saddle castings shall be clearly marked by letters and numerals cast thereon showing: a. Manufacturer's name b. Type c. Size of Pipe CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 WMERR2013A City Project No. 2035 33 12 10 - 18 WATER SERVICES 1-INCH TO 2-INCH Page 18 of 19 1 1) Attach service marker tape to the corporation stop or plug and 2 extend upward and normal to the main through the backfill at the 3 adjacent trench edge to at least 6 inches above ground to flag the 4 tap location. s 7. Corporation stops 6 a. Fully open corporation stop prior to backfill. 7 D. Removal of Existing Water Meters g i. Kemove, tag ana coiiect existing iiVater 5ervice meter fior pickup ny tne �ity 9 for reconditioning or replacement. �0 2. After installation of the Water Service in the proposed location and receipt 11 of a meter from the City inspector, install the meter. 12 3. Reset the meter box as necessary to be flush with existing ground or as 13 otherwise directed by the City. 14 4. All such work on the outlet side of the service meter shall be performed by 15 a licensed plumber. 16 3.5 REPAIR / RESTORATION [NOT USED] 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3.6 RE-INSTALLATION [NOT USED] 3J FIELD [OR] SITE QUALITY CONTROL A. Field Tests and Inspections 1. Check each Water Service installation for leaks and full flow through the curb stop at the time the main is tested in accordance with Section 33 04 40. 3.8 SYSTEM STARTUP [NOT USED] 3.9 AD7USTING [NOT USED] 3.10CLEANING [NOT USED] 3.11CLOSEOUT ACTIVITTES [NOT USED] 3.12PROTECTION [NOT USED] 3.13MAINTENANCE [NOT USED] 3.14ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH STANDAF2D CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 WMERR2013A City Project No. 2035 33 12 10 - 19 WATER SERVICES I-INCH TO 2-INCH Page 19 of 19 fi1 Revision Log DATE NAME SUMNIARY OF CHANGE Added Blue Text for clarification 1.2 A. — Revision to items included in price bid Specification modified to be in accordance with the Reduction of Lead in Drinking Water Act — All materials shall be lead free in 12/20/2012 D. Johnson accordance with this Act. 1.2.A3 — Water Meter Service Relocate was renamed Water Meter Service Reconnect 1.6.B. — added certification submittals for compliance with regulatory requirements Added the phrase `, including grass' to lines; Part 1, 1.2.A.l.c.l4, Partl, 1.2.A.2.c.13, Part l, 1.2.A.2.c.13, Part 2/13/2013 F. Griffin 1,1.2.A.3.c.1 l, Partl, 1.2.A.4.c.11 Added the phrase `and replacement' to line Part 1,1.2.A.4.c.7 Revised lines with `including grass' replacing with `excluding grass 4/26/2013 F. Griffin �seeding, sodding or hydromulching paid separately)' Included in Part 1, 1.2, A, l, c, 14; Part l, 1.2, A, 2, c, 13; Part l, 1.2, A, 3, c, 11; Part l, 1.2, A, 4, 2, 11 1.2.A.4.c — Addition of private water service appurtenances 6/19/2013 D. Johnson relocation to being included in the linear foot price of private water services CITY OF FORT WORTH STANDAR.D CONSTRUCTION SPECIFICATION DOCi.JMENTS Revised June 19, 2013 WMERR2013A City Project No. 2035 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY � � 8 9 lo 11 12 13 14 15 16 17 1s 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 331211-1 LARGE WATER METERS Page I of 4 SECTION 33 12 11 IARGE WATER MEfERS A. Section Includes: 1. Large Water Meter, Vault, Bypass and Appurtenances (3-inch and larger) B. Products Installed but Not Furnished Under This Section 1. Water Meter and Strainer C. Deviations from this City of Fort Worth Standard Specification 1.2 Price and Payment Procedures A. Measurement and Payment 3. The price bid shall include: b. Precast concrete vault and appurtenances, or poured in place vaults. D. 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 03 80 00 — Modifications to Existing Concrete Structures 4. Section 33 06 16 — Concrete Water Vaults 5. Section 33 11 10 — Ductile Iron Pipe 6. Section 33 11 11 — Ductile Iron Fittings 7. Section 33 12 10 — Water Services 1-inch to 2-inch 8. Section 33 12 20 — Resilient Seated Gate Valve 9. Section 33 12 50 — Water Sample Stations 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be per each. b. Measurement includes meter, vault, piping, appurtenances, and bypass line (from upstream tee to downstream tee). 1) Piping upstream of bypass line tee is measured and paid separately as water pipe, by size. 2) Piping downstream of bypass line tee is measured and paid separately as water pipe, by size. a) Any licensing requirements for plumbing instailation are included in this item's measurement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 33 12 11 - 4 LARGE WATER METERS Page 4 of 4 1 2 3 4 5 6 7 g 9 lo 11 12 13 14 15 16 17 18 19 fGi1] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Install vault in accordance with manufacturer's recommendations and in accordance with Section 33 05 16. B. Pipe Penetrations 1. Conform to Section 03 80 00. C. Meter 1. Obtain meter and strainer from City Field Operations Warehouse. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3J FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 AD7USTING [NOT USED] 3.10CLEANING [NOT USED] 3.11CLOSEOUT ACTIVITIES [NOT USED] 3.12PROTECTION [NOT USED] 3.13MAINTENANCE [NOT USED] 3.14ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 21 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WMERR2013A City Project No. 2035 331225-1 CONNECTION TO EXISTING WATER MAINS Page i of 9 1 2 3 4 s 6 7 g 9 io il 12 13 14 15 16 17 ls 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 SECTION 33 12 2S CONNECTION TO EXISTING WATER MAINS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Connection to existing water mains to include, but not limited to: a. Cutting in a tee for a branch connection b. Extending from an existing water main c. Installing a tapping sleeve and valve B. Deviations from this City of Fort Worth Standard Specification 1.2 Price and Payment Procedures A. Measurement and Payment 2. Connection to an existing pressurized Fort Worth Water Distribution System Main that requires a shutdown of some part of the water system. b. Payment 1. No additional compensation will be allowed in Miscellaneous Contracts for connecting to existing water mains, its considered subsidiary to the water pipe being installed. 3. Connection to an existing pressurized Fort Worth Water Distribution System Main by Tapping Sleeve and Valve: b. Payment 1. No additional compensation will be allowed in Miscellaneous Contracts for tapping sleeves and valves, its considered subsidiary to the to the price paid per tap sleeve and valve. 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 33 04 40 — Cleaning and Acceptance Testing of Water Mains 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 5. Section 33 05 30 — Location of Existing Utilities 6. Section 33 11 05 — Bolts, Nuts, and Gaskets 7. Section 33 11 10 — Ductile Iron Pipe 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Connection to an existing unpressurized Fort Worth Water Distribution System Main that does not require the City to take part of the water system out of service CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 WMERR2013A City Project No. 2035 33 12 25 - 2 CONNECTION TO EXISTING WATER MAINS Page 2 of 9 1 2 3 4 s 6 7 s 9 lo 11 12 13 14 is 16 17 1s 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33. 34 35 36 37 38 39 40 41 42 43 44 45 46 2 � a. Measurement 1) This Item is considered subsidiary to the water pipe being installed. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the unit price bid per linear foot of water pipe complete in place, and no other compensation will be allowed. Connection to an existina tiressurized Fort Worth Water Distribution Svstem Main that requires a shutdown of some part of the water system a. Measurement 1) Measurement for this Item shall be per each connection completed. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each'�Connection to Existing Water Main" installed for: aj Various sizes of existing water distribution main c. The price bid shall include all aspects of making the connection including, but not limited to: 1) Preparing submittals 2) Dewatering 3) Exploratory excavation (as needed) 4) Coordination and notification 5) Remobilizafiion 6) Temporary lighting 7) Polyethylene encasement 8) Make-up pieces 9) Linings 10) Pavement removal 11) Excavation 12) Hauling 13) Disposal of excess material 14) Clean-up 15) Cleaning 16) Disinfection 17) Testing Connection to an existing pressurized Fort Worth Water Distribution System Main by Tapping Sleeve and Valve: a. Measurement 1) Measurement for this Item shall be per each connection completed. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tapping Sleeve and Valve" installed for: a) Various sizes of connecting main b) Various sizes of existing water distribution main c. The price bid shall include all aspects of making the connection including, but not limited to: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 W M ERR2013A City Project No. 2035 33 12 25 - 3 CONNECTION TO EXISTING WATER MAINS Page 3 of 9 1 1) Preparing submittals 2 2) Dewatering 3 3) Exploratory excavation (as needed) 4 4) Coordination and notification s 5) Tapping Sleeve and Tapping Valve 6 6) Remobilization � 7) Temporary lighting s 8) Polyethylene encasement 9 9) Make-up pieces l0 10) Linings 11 11) Pavement removal 12 12) Excavation 13 13) Hauling 14 14) Disposal of excess material is 15) Clean-up 16 16) Cleaning 17 17) Disinfection 1 g 18) Testi ng 19 1.3 REFERENCES 2o A. Reference Standards 21 1. 22 23 24 2. 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 3. G� 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. American Society of Mechanical Engineers (A5ME): a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250) ASTM International (ASTM): a. A36, Standard Specification for Carbon Structural Steel. b. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting for High Temperature or High Pressure Service and Other Special Purpose Applications c. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service, or Both d. A242, Standard Specification for High-Strength Low-Alloy Structural Steel . e. A283, Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates. f. A285, Standard Specification for Pressure Vessel Plates, Carbon Steel, Low- and Intermediate-Tensile Strength. g. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. h. D2000, Standard Classification System for Rubber Products in , Automotive Applications. American Water Works Association (AWWA): a. C200, Steel Water Pipe - 6 IN and Larger. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 WMERR2013A City Project No. 2035 33 rz 2s - a CONNECTION TO EXISTING WATER MAINS Page 4 of 9 1 2 3 4 s 6 � s 9 10 11 12 13 6. 14 is 7. 16 17 ls 19 20 b. C207, Steel Pipe Flanges for Waterworks Service — Sizes 4 IN through 144 IN. c. C213, Fusion-Bbnded Epoxy Coating for the Interior and E�erior of Steel Water Pipelines. d. C223, Fabricated Steel and Stainless Steel Tapping Sleeves. American Water Works Association/American National Standards Institute (AWWA/ANSII: .-- — , _ , a. C105/A21.5, Polyethylene Encasement for Ductile-Iron Pipe Systems. b. C111/A21.11, Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings. c. C115A21/15, Flanged Ductile-Iron Pipe with Ductile Iron or Gray-Iron Threaded Flanges. NSF International (NSF): a. 61, Drinking Water System Components — Health Effects. Manufacturers Standardization Society of the Valve and Fitting Industry Inc. (MSS): a. SP-60, Connecting flange Joint Between Tapping Sleeves and Tapping Valves. Q 1.4 ADMINISTRATIVE REQUIREMENTS A. Pre-installation Meetings 21 1. Required for any connections to an existing, pressurized 16-inch or larger 22 City water distribution system main that requires a shutdown of some part 23 of the water system 24 2. May also be required for connections that involve shutting water service off 2s to certain critical businesses 26 27 2s 29 30 31 32 33 34 K�� 36 37 38 39 40 41 3. Schedule a pre-installation meeting a minimum of 3 weeks prior to proposed time for the work to occur. 4. The meeting shall include the Contractor, City Inspector and City Valve Crew. 5. Review work procedures as submitted and any adjustments made for current field conditions. 6. Verify that all valves and plugs to be used have adequate thrust restraint or blocking. 7. Schedule a test shutdown with the City. 8. Schedule the date for the connection to the existing system. B. Scheduling 1. Schedule work to make all connections to existing 16-inch and larger mains: a. During the period from November through April, unless otherwise approved by the Ciry b. During normal business hours from Monday through Friday, unless otherwise approved by the City CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 WMERR2013A City Project No. 2035 1 2 3 4 s 6 � s 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 33 12 25 - 5 CONNECTION TO EXISTING WATER MAINS Page 5 of 9 2. Schedule City Valve Crew by 1:00 P.M. a minimum of 1 business day prior to planned disruption to the existing water system. a. In the event that other water system activities do not allow the existing main to be dewatered at the requested time, schedule work to allow the connection at an alternate time acceptable to the City. 1) If water main cannot be taken out of service at the originally requested time, coordination will be required with the City to discuss rescheduling and compensation for mobilization. 2) No additional payment will be provided if the schedule was altered at the Contractor's request. 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/INFORMATIOiVAL SUBMITTALS A. Product Data, if applicable 1. Tapping Sleeve noting the pressure rating and coating system supplied including: a. Dimensions, weights, material list, and detailed drawings b. Maximum torque recommended by the manufacturer for the valve by size B. Submittals 1. Provide a detailed sequence of work for 16-inch, or larger, connections if required by City that includes: a. Results of exploratory excavation b. Dewatering c. Procedure for connecting to the existing water main d. Time period for completing work from when the water is shut down to when the main is back in service e. Testing and repressurization procedures 2. Welders that are assigned to work on connection to concrete cylinder or steel pipe must be certified and provide Welding Certificates, upon request, in accordance with AWWA C200. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 WMERR2013A City Project No. 2035 33 12 25 - 6 CONNECTION TO EXISTiNG WATER MAINS Page 6 of 9 1 2 3 4 5 6 7 g 9 10 11 12 13 1. Protect parts so that no damage or deterioration occurs during a prolonged delay from the time of shipment until installation is completed. 2. Protect all equipment and parts against any damage during a prolonged period at the site. 3. Protect the finished surfaces of all exposed flanges using wooden flanges, strongly built and securely bolted thereto. 4. �roiect r"inisned iron or sieei suri�aces noi painted to prevent rust and corrosion. 5. Prevent plastic and similar brittle items from being exposed to direct sunlight and extremes in temperature. 6. Secure and maintain a location to store the material in accordance with Section 01 66 00. 1.11FIELD �SITE� CONDITIONS �NOT USED] 14 1.12 WARRANT1( 1s A. Manufacturer Warranty 16 1. Manufacturer's warranty shall be in accordance with Division 1. 17 18 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 PART 2 - PRODUCTS 2.1 OWNER-FURNISHED (OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed by the City's Standard Products List will be considered as shown in Section 01 60 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 01 25 00. B. Description 1. Regulatory Requirements a. Tapping Sleeves shall meet or exceed AWWA C223 and the requirements of this Specification. b. All valve components in contact with potable water shall conform to the requirements of NSF 61. C. Tapping Sleeve Materials 1. Body a. Body: Carbon Steel per ASTM A283 Grade C, ASTM A285 Grade C, ASTM A36 Steel or equal b. Finish: fusion bonded epoxy coating to an average 12 mil thickness. Fusion applied per AWWA C213. CITY OF FORT WORTH STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 WMERR2013A City Project No. 2035 33 12 25 - 7 CONNECTION TO EXISTING WA"I'ER MAINS Page 7 of 9 � 2 3 4 5 6 7 s 9 lo 11 12 13 14 15 16 17 is 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 t�y 36 3'7 38 c. All buried tapping sleeves shall be provided with polyethylene encasement in accordance with AWWA/ANSI C105/A21.5. 1) Polyethylene encasement shall be in accordance with Section 33 il 10. 2. Flange a. Carbon Steel per ASTM A36 in accordance with AWWA C207 and ASME 816.1 Class 125. b. Recessed for tapping valve per MSS SP-60 3. Bolts and Nuts a. Flanged Ends 1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe material. 2) Provide bolts and nuts in accordance with Section 33 11 05. 4. Gaskets a. Provide gaskets in accordance with Section 33 11 05. 5. Test Plug a. 3/4-inch NPT carbon steel with square head and fusion bonded epoxy coating 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 by exploratory excavation, if needed, that existing water main is as depicted in the Drawings and that the location is suitable for a connection to the existing water main. a. Excavate and backfill trench for the exploratory excavation in accordance with 33 05 10. 2. Verify that all equipment and materials are available on—site prior to the shutdown of the existing main. 3. Pipe lines shall be completed, tested and authorized for connection to the existing system in accordance with Section 33 04 40. 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Upon disruption of the existing water main, continue work until the connection is complete and the existing water main is back in service. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 WMERR2013A City Project No. 2035 33 12 25 - 8 CONNECTION TO EXISTING WATER MAINS Page 8 of 9 1 2 3 4 5 6 7 s 9 lo 11 12 13 14 15 16 17 ls 19 20 21 22 23 24 25 26 3.5 27 28 29 30 31 32 33 34 35 B. Procedure 1. Expose the proposed connection point in accordance with Section 33 05 10. 2. Dewater the existing water line so the chlorinated water is not unlawfully discharged. 3. Maintain the water that may bleed by existing valves or plugs during installation within the work area to a reasonable level. a. �ontroi tne water in sucn a way tnat ii does noi inter�ere wim ihe proper installation of the connection or create a discharge of chlorinated water. 4 If any discharge of chlorinated water occurs, discharged water shall be de- chlorinated in accordance with Section 33 04 40 5. Cut and remove existing water main in order to make the connection. 6. Verify that the existing pipe line is suitable for the proposed connection. 7. Place trench foundation and bedding in accordance with 33 05 10. 8. In the event that a tapping sleeve and valve is used, the coupon from the existing water main shall be submitted to the City. 9. Prevent embedment, backfill, soil, water or other debris form entering the pipeline. 10. Establish thrust restraint as provided for in the Drawings. 11. Clean and disinfect the pipeline associated with the connection in accordance with Section 33 04 40, 12. Place embedment to the top of the pipe zone. 13. Request that the City Valve Crew re-pressurize the pipeline. 14. Directionally flush the connection in accordance with Section 33 04 40. 15. Request that City Valve Crew open all remaining valves. 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.lOCLEANING [NOT USED] 3.i1CLOSEOUT ACTIVITIES [NOT USED] 3.12PROTECTION [NOT USED] 3.13MAINTENANCE [NOT USED] 3.14ATTACHMENTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 WMERR2013A City Project No. 2035 � 1 2 END OF SECTION 33 12 25 - 9 CONNECTION TO EXISTING WATER MAINS Page 9 of 9 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2•2.C.3 and 4— Added reference to Section 33 11 05 and removed bolt, nut and gasket material specification 2/6/2013 D. Townsend 3.4.B.4 Modified to refer to Section 33 04040 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 WMERR2013A City Project No. 2035 33 12 40 - 1 FIRE HYDRANTS Page 1 of 8 1 2 SECTION 33 12 40 FIRE HYDRANTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Lead-Free Dry-barrel fire hydrants with 51/4-inch main valve for use with � potable water mains s B. Deviations from this City of Fort Worth Standard Specification 9 1.2 Price and Payment Procedures 10 A. Measurement and Payment 11 3. The price bid shall include: 12 c. Extension barrel and stem will be paid per vertical foot over 3'-6" in 13 Miscellaneous contracts. 14 15 16 17 is 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 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 33 05 10 — Utility Trench Excavation, Embedment and Backfill 4. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 5. Section 33 11 10 — Ductile Iron Pipe 6. Section 33 11 11 — Ductile Iron Fittings 7. Section 33 11 14 — Buried Steel Pipe and Fittings 8. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Fire Hydrant and E�ension . 1) Measurement for this item shall be by the each hydrant, complete in place. 2. Payment a. The work performed and materials furnished in accordance with this Item and measured under "Measurement" will be paid for at the unit prices bid per each ��Fire Hydrant" installed. 3. The price bid shall include: a. Furnishing and installing Fire Hydrants with appurtenances as specified in the Drawings b. Dry-Barrel Fire Hydrant assembly from base to operating nut c. Extension barrel and stem CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2013 WMERR2013A City Project No. 2035 33 12 40 - 2 FIRE HYDRANTS Page 2 of 8 1 2 3 4 s 6 7 s 9 lo 11 12 13 d. Adjusting hydrant to the appropriate height e. Painting f. Pavement Removal g. Excavation h. Freight, loading, unloading and handling i. Disposal of excess material j. Furnish, placement and compaction of embedment k. Furnish, placement and compaction of backfill I. Blocking, Braces and Rest m. Clean up n. Disinfection o. Testing 1.3 REFERENCES 14 A. Definitions 15 1. Base: The lateral connection to the fire hydrant lead; also called a snoe 16 2. Lead-fee: Material shall have less than 0.25% lead content 17 1g 19 20 21 22 23 24 2s 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 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 Water Works Association (AWWA): a. C502, Dry-Barrel Fire Hydrants b. Manual of Water Supply Practices M17 (AWWA Manual M17) — Installation, Field Testing, and Maintenance of Fire Hydrants 3. NSF International a. 61, Drinking Water System Components — Health Effects 4. National Fire Protection Association (NFPA) a. 1963, Standard for Fire Hose Connections 5. Underwriters Laboratories, Inc. (UL) a. 246, Hydrants for Fire-Protection Service 6. Factory Mutual (FM) a. Class Number 1510, Approval Standard for Fire Hydrant (Dry Barrel Type) for Private Fire Service 7. Reduction of Lead in Drinking Water Act a. Public Law 111-380 (P.L. 111-380) 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITI'ALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2013 W M ERR2013A City Project No. 2035 33 12 40 - 3 FIRE HYDRANTS Page 3 of 8 1 2 3 4 s 6 � s 9 lo 11 12 13 14 ls 16 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 18 1.7 1.9 QUALITY ASSURANCE 19 1.8 MAINTENANCE MATERIAL SUBMITTALS (NOT USED] 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Product Data 1. Dry-Barrel Fire Hydrant stating: a. Main valve opening size b. Nozzle arrangement and sizes c. Operating nut size d. Operating nut operating direction e. Working pressure rating f. Component assembly and materials g. Coatings and Finishes B. Certificates and Test Reports 1. Prior to shipment of any fire hydrant (and/or components), the manufacturer shall provide the following: a. Certificate of Adequacy of Design stating that the fire hydrant and its components to be furnished, comply with all regulatory requirements identified in this section to include: 1) The Reduction of Lead in Drinking Water Act (P.L. 111-380) CLOSEOUT SUBMITTALS [NOT USED] A. Qualifications 1. Manufacturers a. Dry-Barrel Fire Hydrants shall be the product of 1 manufacturer. 1) Change orders, specials and field changes may be provided by a difFerent manufacturer upon City approval. 2. Dry-Barrel Fire Hydrants shal) be in conformance with AWWA C502, UL 246, FM 1510, and the Reduction of Lead in Drinking Water Act 1.10DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store and handle in accordance with the guidelines as stated in AWWA C502 and AWWA Manual M17. 2. Protect all parts so that no damage or deterioration will occur during a prolonged delay from the time of shipment until installation is completed and the units and equipment are ready for operation. 3. Protect all equipment and parts against any damage during a prolonged period at the site. 4. Protect the finished surfaces of all exposed flanges by wooden blank flanges, strongly built and securely bolted thereto. 5. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2013 WMERR2013A City Project No. 2035 33 12 40 - 4 FIRE HYDRANTS Page 4 of 8 1 2 3 4 5 6 7 g 9 l0 11 12 13 14 ls 16 1� 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 6. Prevent piastic and similar brittle items from being directly exposed to sunlight or extremes in temperature. 7. Secure and maintain a location to store the material in accordance with Section 01 66 00. 1.11FTELD CONDITIONS [NOT USED] 1.12WARRANTY A. Manufacturer Warranty 1. Manufacturer's Warranty shall be in accordance with Division 1. PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] L.L CliU1�1�IC1�Y 1� YKVL�JI�I�.� 1 i��CeJ� HIYL�! 1 IH 1 GR1HLj A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 01 60 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 01 25 00. 3. The Dry-Barrel Fire Hydrant shall be new and the product of a manufacturer regularly engaged in the manufacturing of Dry-Barrel Fire Hydrants having similar service and size. B. Description 1. Regulatory Requirements a. Dry-Barrel Fire Hydrant shall meet or exceed the latest revisions of AWWA C502 and shall meet or exceed the requirements of this Specification. b. All Dry-Barrel Fire Hydrant components in contact with potable water shall conform to the requirements of NSF 61. c. All Dry-Barrel Fire Hydrant components in contact with potable water shall conform to the Reduction of Lead in Drinking Water Act C. Performance / Design Criteria 1. Capacities a. Rated working pressure of 250 psi or greater 2. Design Criteria a. Operating nut 1) Uniformly tapered square nut measuring: a) 1 inch at the base b) '/$ inch at the top 2) Open by turning the operating nut to the right (clockwise) CITY OF FORT WORTH STANDAR.D CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2013 WMERR2013A City Project No. 2035 33 12 40 - 5 FIf2E HYDi2ANTS Page 5 of 8 1 2 3 4 s 6 7 g 9 10 11 12 13 14 1s 16 1� 18 19 20 21 22 23 24 25 26 27 28 29 30 f� C. � e a) Provide operating direction clearly marked with an arrow and the word ��OPEN". 3) Provide weather shield with operating nut. Main Valve 1) Minimum 51/4-inch opening 2) Compression type a) Opening against pressure b) Closing with pressure Nozzles 1) 'T' shape, 3 nozzle arrangement 2) Nozzle sizes, threads and configuration in accordance with NFPA �963 a) Hose nozzles (1) 2 x 21/Z-inch (nominal size of connection) (a) 180 degrees apart (b) Thread Designation 2.5-7.5 NH (NFPA 1963) b) Pump nozzle (1) 4-inch (nominal size of connection) (a) Thread Designation 4-4 NH (NFPA 1963) Hydrant Barrel Configuration 1) Upper barrel 2) Breakable flange and stem a) To be installed above ground at the connection to the upper barrel 3) Extension barrel (if needed) and lower barrel a) Extension barrel and stem (1) Lengthen in 6-inch increments Drain Valve 1) Non-corrodible material 2) Spring operated drain valves are not allowed. 31 D. Function 32 1. Drain Valve 33 a. Drain fire hydrant barrels when main valve is closed. 34 35 36 37 38 39 40 41 42 43 44 45 46 E. Materials 1. Furnish materials in accordance with AWWA C502 and the Reduction of lead in Drinking Water Act 2. Dry-Barrel Fire Hydrant Assembly a. Internal parts 1) Threads a) Provide operating thread designed to avoid metal such as iron or steel threads against iron or steel parts. 2) Stem a) Stem Nuts (1) Provide bronze stem nuts. (a) Grades per AWWA C502 b) Where needed, stem shall be grooved and sealed with 0-rings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2013 WMERR2013A City Project No. 2035 331240-6 FIRE HYDRANTS Page 6 of 8 � 2 3 4 5 6 7 8 9 lo 11 12 13 14 15 16 17 18 19 20 21 3. Provide crushed rock for placement around base conforming to Section 33 05 10. F. Finishes 1. Primer Materials a. Furnish primer for Dry-Barrel Fire Hydrants in accordance with AWWA C502. 2. Finish Materials a. Dry-Barrel Fire Hydrant 1) Exterior a) Above grade (1) Furnish e�erior coating for above grade Dry-Barrel Fire Hydrant assembly components in accordance with AWWA C502. (2) Coating shall be Flynt Aluminum Paint in Silver. b) Relcw �ra�►e (1) Furnish exterior coating for below grade Dry-Barrel Fire Hydrant assembly components in accordance with AWWA C502. 2) Interior a) Interior coating for Dry-Barrel Fire Hydrants assemblies in accordance with AWWA C502 22 2.3 ACCESSORIES 23 24 2s 26 27 A. Polyethylene Encasement 1. Provide polyethylene encasement in accordance with Section 33 11 10. B. Embedment 1. Provide crushed rock and filter fabric in accordance with Section 33 05 10. 2.4 SOURCE QUALITY CONTROL 2a A. Tests and Inspections 29 1. Testing and inspection of Dry-Barrel Fire Hydrants in accordance with 3o AWWA C502. 31 B. Markings 32 1. Provide each Dry-Barrel Fire Hydrant marked in accordance with AWWA 33 C502. 34 2. Dry-Barrel Fire Hydrants meeting the Reduction of Lead in Drinking Water 35 Act shall be marked as "Lead-Free" CITY OF FORT WORTH WMERR2013A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 2035 Revised November 27, 2013 1 2 3 331240-7 FIRE HYDRANTS Page 7 of 8 PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 INSTALLATION 6 7 g 9 lo 11 12 13 14 is 16 17 is 19 20 21 22 23 24 2s 26 27 2s 29 30 31 32 33 34 35 36 37 A. General 1. Install in accordance with AWWA Manual of Water Supply Practice M17, manufacturer's recommendations and as shown on the Drawings. 2. Provide vertical installation with braces, rest and blocking in accordance with City Standard Details. 3. Excavate and backfill trenches in accordance with 33 05 10. 4. Embed Dry-Barrel Fire Hydrant assemblies in accordance with 33 05 10. a. At the location of the weep holes, wrap barrel with polyethylene encasement and crushed rock with filter fabric to prevent dirt and debris from entering the fire hydrant. 5. Polyethylene encasement installation shall be in accordance with the applicable portion of Section 33 11 10. 6. Install concrete blocking and rest in accordance with Section 03 30 00 as indicated in the Drawings. 7. A minimum 1/3 cubic yard of crushed rock shall be placed around the base, in accordance with AWWA Manual of Water Supply Practice M17, to allow drain outlets to operate. a. The crushed rock should extend 6 inches above the drain outlets and a minimum of 1 foot on all sides of the fire hydrant base. 8. Fire hydrant lead line shall be installed with a maximum cover of 7 feet. a. Cover is measured from the invert at the fire hydrant base, vertical to ground elevation. b. Fittings may be used along fire lead line to ensure minimum and maximum cover requirements are met. 3.5 REPAIR / RESTORATION [NOT USED� 3.6 RE-INSTALLATION [NOT USED] 3J FIELD CONTROL A. Field Inspections 1. The Dry-Barrel Fire Hydrant and assembly shall perForm as intended with no deformation, leaking or damage of any kind for the pressure ranges indicated. 2. City inspector will issue final inspection notice to City staff. CITY OF FORT WORTH STANDAR.D CONSTRUCTION SPECIFICATION DOCiJIvIENTS Revised November 27, 2013 W M ERR2013A City Project No. 2035 33 12 40 - 8 FIRE HYDRANTS Page 8 of 8 1 3. City Field Operations StafF and Fire Department StafiF shall have the 2 opportunity to inspect and operate the hydrant, to ensure that the fire 3 hydrant was installed in accordance with AWWA Manual of Water Supply 4 Practice M17. This includes but is not limited to: s a. Operation of Nozzles and operating nut are not obstructed. 6 b. Drain valve is not obstructed or plugged 7 4. Keep fire hydrant wrapped or covered to identify that it is out of service g until the water line it's connected to is put in service. 9 B. Non-Conforming Work 10 1. If access and operation of the Dry-Barrel Fire Hydrant or its appurtenances 11 do not meet the criteria of the AWWA Manual of Water Supply Practice 12 M17, the Contractor will remedy the situation criteria, at the Contractor's 13 expense. 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10CLEANING [NOT USED] 17 3.11CLOSEOUT ACTIVITIES [NOT USED] 18 3.12PROTECTION [NOT USED] 19 3.13MATNTENANCE 20 3.14ATt'ACHMENTS 21 22 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 2.2.F.2.a.1).a).(2) Added paint manufacturer specification 12/20/2012 D. Johnson 2,2.C.2.c Revised pumper nozzle nominal diameter and added NFPA 1963 Thread Designations Specification Modified to be in accordance with the Reduction of Lead in Drinking Water Act (P.L. 111-380) — All material s to 11/27/2013 D. Townsend be (ead-free in accordance with this act. Sections modified are 1.1.A.1, 1.9.A.2, and 2.2.E.1 Sections added are 1.3.A.2, 1.3.B.7, 1.6.B.1, 2.2.B.1.c, 2.4.8.2. 23 CITY OF FORT WORTH STANDA.RD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2013 WMERR2013A City Project No. 2035 34 71 13 - 1 TRAFFIC CONTROL Page 1 of 6 � SECTION 34 71 13 TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 � s 9 10 11 12 13 14 ls 16 17 18 19 20 21 22 23 24 2s 26 27 28 29 30 31 32 33 34 35 36 37 38 39 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. TRAFFIC CONTROL The contractor will be required to obtain a"StrePt Use Permit" prior to starting work. As part of the '�Street Use Permit" a trafiFic control plan is required. The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the'�Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the ��State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. Unless otherwise included as part of the Construction documents, the Contractor shall submit a traffic controf plan (duly sealed, signed and dated by a Registered Professional Engineer (P,E.) in the state of Texas), to the City Traffic Engineer at or before the start of each work order. The P.E. preparing the traffic control plan may utilize standard tra�c reroute configurations posted as ��Typicals" on the City's Buzzsaw website. Although work will not begin until the trafFic control plan has been reviewed and approved, the Contractor's time will begin in accordance with the timeframe mutually established in the 'Notice to Proceed' issued the Contractor. Work shall not be performed on certain locations/streets during "peak traffic periods" as determination by the City Tra�c Engineer and in accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." Payment for traffic control shall cover design and / or installation and maintenance of the traffic control plan, and shall be paid at the unit price bid per each for "TrafFic Control". 4o C. Related Specification Sections include, but are not necessarily limited to: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 MWERR2013A City Project No. 2035 34 71 13 - 2 TRAFFIC CONTROL Page 2 of 6 1 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the 2 Contract 3 2. Division 1— General Requirements 4 1.2 PRTCE AND PAYMENT PROCEDURES s 6 7 g 9 lo 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2s 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 A. Measurement and Payment 1. Installation of Traffic Control Devices a. Measurement 1) Measurement for Traffic Control Devices shall be per month for the Project duration. a) A month is defined as 30 calendar days. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid f�r at the unit price b�� f�� T�aff�. C�ntro!". c. The price bid shall include: 1) Traffic Control implementation 2) Installation 3) Maintenance 4) Adjustments 5) Replacements 6) Removal 7) Police assistance during peak hours 2. Portable Message Signs a. Measurement 1) Measurement for this Item shall be per week for the duration of use. b. Payment 1) The work performed and materials furnished in accordance to this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per week for "Portable Message Sign" rental. c. The price bid shall include: 1) Delivery of Portable Message Sign to Site 2) Message updating 3) Sign movement throughout construction 4) Return of the Portable Message Sign post-construction 3. Preparation of Traffic Contro) 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 ��Tra�c Control Detail" prepared. c. The price bid shall include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 M W ERR2013A City Project No. 2035 347113-3 TRAFFIC CONTROL Page 3 of 6 1 1) Preparing the Traffic Control Plan Details for closures of 24 hours or 2 longer 3 2) Adherence to City and Texas Manual on Uniform Traffic Control 4 Devices (TMUTCD) 5 3) Obtaining the signature and seal of a licensed Texas Professional 6 Engineer 7 4) Incorporation of City comments 8 1.3 REFERENCES 9 A. Reference Standards 10 1. Reference standards cited in this Specification refer to the current refierence I l standard published at the time of the latest revision date logged at the end 12 of this Specification, unless a date is specifically cited. 13 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 14 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department 1s of Transportation, Standard Specifications for Construction and Maintenance 16 of Highways, Streets, and Bridges. 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 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. 10th Street. The Traffic Control Plan (TCP) for the Project shall be as detailed on the Tra�c 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 tra�c control plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 MWERR2013A City Project No. 2035 347113-4 TRAFFIC CONTROL Page4of6 1 F. Contractor responsible for having a licensed Texas Professional Engineer sign 2 and seal changes to the Tra�c Control Plan(s) developed by the Design 3 Engineer. 4 G. Design Engineer will furnish standard details for Trafific Control. 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITfALS [NOT USED] � 7 8 9 l0 11 12 13 14 1s 16 17 18 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITf'ALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11FIELD [SITE] CONDITIONS [NOT USED] 1.12WARRANTY [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 tra�c signal equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 MWERR2013A City Project No. 2035 347113-5 TRAFFIC CONTROL Page 5 of 6 3.3 INSTALLATION 2 3 4 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on the Drawings and as directed. B. Install Traffic Control Devices straight and plumb. s C. Do not make changes to the location of any device or implement any other 6 changes to the Traffic Control Plan without the approval of the Engineer. � 1. Minor adjustments to meet field constructability and visibility are allowed. s 9 lo 11 12 13 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. �4 E. If the Inspector discovers that the Contractor has failed to comply with applicable is federai and state laws (by failing to furnish the necessary flagmen, warning 16 devices, barricades, lights, signs, or other precautionary measures for the �� protection of persons or property), the Inspector may order such additional 1g precautionary measures be taken to protect persons and property. 19 F. Subject to the approval of the Inspector, portions of this Project, which are not 2o affected by or in conflict with the proposed method of handling traffic or utility 21 adjustments, can be constructed during any phase. 22 G. Barricades and signs shall be placed in such a manner as to not interfere with the 23 sight distance of drivers entering the highway from driveways or side streets. 24 H. To facilitate shifting, barricades and signs used in lane closures or traffic 2s staging may be erected and mounted on portable supports. 26 1. The support design is subject to the approval of the Engineer. 2� I. Lane closures shall be in accordance with the approved Traffic Control Plans. 2s J. If at any time the existing traffic signals become inoperable as a result of 29 construction operations, the Contractor shall provide portable stop signs with 2 30 orange flags, as approved by the Engineer, to be used for Tra�c Control. 31 K. Contractor shall make arrangements for police assistance to direct traffic if traffic 32 signal turn-ons, street light pole installation, or other construction will be done 33 during peak traffic times (AM: 7 am — 9 am, PM: 4 pm - 6 pm). 34 35 36 37 38 39 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. CITY OF FORT WORTH STANDARD CON5TRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 MWERR2013A City Project No. 2035 347113-6 TRAFFIC CONTROL Page 6 of 6 1 2 3 4 5 6 � s 9 lo 11 12 13 14 Is 16 17 18 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 directina traffic, flaaaers must use standard attire, flaqs, siqns, and signals and follow the flagging procedures set forth in the TMUTCD. 5. Provide and maintain flaggers at such points and for such periods of time as may be required to provide for the safety and convenience of public travel and Contractor's personnel, and as shown on the Drawings or as directed by the Engineer. a. These flaggers shall be located at each end of the lane closure. M. Rem��a! 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] 19 3.5 RE-INSTALLATION [NOT USED] 20 3.6 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 22 23 24 25 26 27 28 3.7 SYSTEM STARTUP [NOT USED] 3.8 ADJUSTING [NOT USED] 3.9 CLEANING [NOT USED] 3.10CLOSEOUT ACTIVITIES [NOT USED] 3.11PROTECTION [NOT USED] 3.12MAINTENANCE [NOT USED] 3.13ATi'ACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S. Arnold Added police assistance, requirement for when a site specific TCP is required 29 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 MWERR2013A City Project No. 2035